modélisation macroscopique des inondations fluviales et urbaines

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HAL Id: tel-00490694 https://tel.archives-ouvertes.fr/tel-00490694 Submitted on 9 Jun 2010 HAL is a multi-disciplinary open access archive for the deposit and dissemination of sci- entific research documents, whether they are pub- lished or not. The documents may come from teaching and research institutions in France or abroad, or from public or private research centers. L’archive ouverte pluridisciplinaire HAL, est destinée au dépôt et à la diffusion de documents scientifiques de niveau recherche, publiés ou non, émanant des établissements d’enseignement et de recherche français ou étrangers, des laboratoires publics ou privés. Modélisation macroscopique des inondations fluviales et urbaines - Prise en compte des écoulements directionnels et des échanges lit majeur - lit mineur Pascal Finaud-Guyot To cite this version: Pascal Finaud-Guyot. Modélisation macroscopique des inondations fluviales et urbaines - Prise en compte des écoulements directionnels et des échanges lit majeur - lit mineur. Dynamique des Fluides [physics.flu-dyn]. Université Montpellier II - Sciences et Techniques du Languedoc, 2009. Français. <tel-00490694>

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Page 1: Modélisation macroscopique des inondations fluviales et urbaines

HAL Id: tel-00490694https://tel.archives-ouvertes.fr/tel-00490694

Submitted on 9 Jun 2010

HAL is a multi-disciplinary open accessarchive for the deposit and dissemination of sci-entific research documents, whether they are pub-lished or not. The documents may come fromteaching and research institutions in France orabroad, or from public or private research centers.

L’archive ouverte pluridisciplinaire HAL, estdestinée au dépôt et à la diffusion de documentsscientifiques de niveau recherche, publiés ou non,émanant des établissements d’enseignement et derecherche français ou étrangers, des laboratoirespublics ou privés.

Modélisation macroscopique des inondations fluviales eturbaines - Prise en compte des écoulements

directionnels et des échanges lit majeur - lit mineurPascal Finaud-Guyot

To cite this version:Pascal Finaud-Guyot. Modélisation macroscopique des inondations fluviales et urbaines - Prise encompte des écoulements directionnels et des échanges lit majeur - lit mineur. Dynamique des Fluides[physics.flu-dyn]. Université Montpellier II - Sciences et Techniques du Languedoc, 2009. Français.<tel-00490694>

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E)("##1%&&

χ E6)"1F$)( 1.+"//6 m

?"#$( *(# 3%)"%4/(#

Page 16: Modélisation macroscopique des inondations fluviales et urbaines

! "#$%&'() *+ ,'-.) /&/0&12($%#&3-)

!" #$%&'()*%+'$

04 56789:4;<6= 84;>?84;<@9A BAC D7<=E<DAC D>FC<@9AC BA E6=CA7G4;<6= AC;

E6==9A BAD9<C BA =68H7A9CAC 4==?AC IJKLMN J !MN JLMO+ .4=C :A E4C BAC ?E69:A8A=;C

H<B<8A=C<6==A:C A= 8<:<A9 DA9 D7656=BN :AC ?@94;<6=C BA P4<=;QRA=4=; CS?E7<GA=; T

∂h

∂t+∂q

∂x+∂r

∂y= 0

∂q

∂t+

∂x

(

q2

h+1

2gh2)

+∂

∂y

(qr

h

)

= gh

(

−∂zb

∂x− Sf,x

)

∂r

∂t+

∂x

(qr

h

)

+∂

∂y

(

r2

h+1

2gh2)

= gh

(

−∂zb

∂y− Sf,y

)

I*+ O

6U h 7AD7?CA=;A :4 >49;A97 BSA49N q :A B?H<; 9=<;4<7A B4=C :4 B<7AE;<6= OxN r :A

B?H<; 9=<;4<7A B4=C :4 B<7AE;<6= OyN g :S4EE?:?74;<6= V74G<;4;<6==A::AN zb :4 E6;A

B9 56=BN Sf,x I7ACDAE;<GA8A=; Sf,yO :4 DA=;A BAC 576;;A8A=;C B4=C :4 B<7AE;<6=

Ox I7ACDAE;<GA8A=; OyON t :4 E667B6==?A BA ;A8DC A; x A; y :AC E667B6==?AC

>67<W6=;4:AC BSACD4EA+

0S?;4H:<CCA8A=; BAC ?@94;<6=C I*+ O 54<; :S6HXA; BS9= E>4D<;7A 9:;?7<A97 IG6<7

">4D<;7A YO+ /<A= @9S?;9B<?A BAD9<C :6=V;A8DCN :4 7?C6:9;<6= BAC ?@94;<6=C 7AC;A

A=E67A E68D:AZA+ )= A[A;N EAC ?@94;<6=C =S4B8A;;4=; D4C BA C6:9;<6= 4=4:F;<@9A

I>678<C D697 BAC E4C C<8D:AC A;\69 A= 54<C4=; 4DDA: ] BAC >FD6;>^CAC C<8D:<Q

_E4;7<EACON <: AC; =?EACC4<7A BS4DD76E>A7 EAC C6:9;<6=C D47 :A H<4<C BA 8?;>6BAC

=98?7<@9AC+ .A =68H7A9Z 69;<:C BA 86B?:<C4;<6= BAC ?E69:A8A=;C AZ<C;A=; 49Q

X697BS>9<N E>4E9= 54<C4=; 4DDA: ] BAC 8?;>6BAC BA 7?C6:9;<6= B<[?7A=;AC+ %:9Q

C<A97C BA EAC 69;<:C C6=; D7?CA=;?C B4=C EA E>4D<;7A+

%:9C<A97C E7<;^7AC DA78A;;A=; BA E>6<C<7 A=;7A :AC B<[?7A=;C 69;<:C BA 86B?:<C4Q

;<6= AZ<C;4=;C J`!M T :AC HAC6<=C A= 84<= BS6A9G7A D697 E7?A7 :A 86B^:AN :4 G<;ACCA

BA E4:E9:N :4 D7?E<C<6= BAC 7?C9:;4;C C69>4<;?AN :AC HAC6<=C A= B6==?AC BSA=;7?AN :4

76H9C;ACCA BAC 8?;>6BAC =98?7<@9AC A8D:6F?AC+++ 0S4=4:FCA BAC ;FDAC BA E6BAC

BA E4:E9: 9;<:<C?C A= 56=E;<6= BAC 6HXAE;<5C G<C?C 4 ?V4:A8A=; ?;? D7?CA=;?A D47

J`!M+ 0AC E6BAC BA E4:E9: ] 9C4VA E688A7E<4: D7<G<:?V<A=; V?=?74:A8A=; :4 74D<Q

B<;? BA E4:E9: 49 B?;7<8A=; BA :4 D7?E<C<6= a ] :S<=GA7CA BS9= V74=B =68H7A BA

E6BAC BA E4:E9: B?GA:6DD?C =6;488A=; D47 BAC 67V4=<C8AC BA 7AE>A7E>A+ -= BAC

6HXAE;<5C BA EA;;A ;>^CA ?;4=; BA D76D6CA7 9= :6V<E<A: BA 86B?:<C4;<6= BAC ?E69:AQ

8A=;C 9;<:<C4H:A ] BAC _=C E688A7E<4:AC IA; =6;488A=; D47 BAC H97A9Z BS?;9BAON

:4 D7?CA=;4;<6= BAC 69;<:C BA ;FDA E688A7E<4: CA74 D7<G<:?V<?A+ 0S4EEA=; CA74 8<C

C97 :4 8?;>6B6:6V<A BA E4:E9: A; :4 _4H<:<;? BAC 8?;>6BAC =98?7<@9AC A8D:6F?AC+

04 :<C;A BAC :6V<E<A:C B?E7<;C =SAC; D4C AZ>49C;<GA+ 04 D:9D47; BAC :6V<E<A:C

D7?CA=;?C 4F4=; ?;? B?GA:6DD?C <: F 4 9=A B<W4<=A BS4==?AC I49 8<=<898ON :AC

8?;>6BAC BA 7?C6:9;<6= =A =?EACC<;4=; @9S9=A 54<H:A D9<CC4=EA BA E4:E9: ?;4<A=;

D7<G<:?V<?AC+ 0S?G6:9;<6= BAC 69;<:C <=56784;<@9AC DA78A; 49X697BS>9< :S9C4VA BS9=

D:9C V74=B =68H7A BA 8?;>6BAC+ "A7;4<=AC 8?;>6BAC BA 7?C6:9;<6= BAC ?@94;<6=C

CA76=; B6=E <=;76B9<;AC A= E68D:?8A=;N <=B?DA=B488A=; BA EA::AC D7?CA=;?AC

4GAE :AC :6V<E<A:C BA E4:E9:+

Page 17: Modélisation macroscopique des inondations fluviales et urbaines

! ! "#$%& $% "'(")( *$ **

! "#$%& $% '()'*) +,

(+, -./+, 012/23+1,2.11+4, 5.16 4789:.68;,+ /701+ <=:><6262.1 /+, ?26+,,+,

8.3.@;1+ ,0< 4> ,+-62.1 /7=-.04+3+16! "+66+ 89:.68;,+ :+06 ,7>::42A0+< 4.<,A0+

47=-.04+3+16 +,6 5>2B4+3+16 /2?+<@+16! "7+,6 :><62-042;<+3+16 4+ ->, :.0< 4+,

=-.04+3+16, +1 <2?2;<+ <+4>62?+3+16 <+-6242@1+! C.06+5.2,D 4789:.68;,+ +,6 -.0E

<>33+16 +F6<>:.4=+ >0F <2?2;<+, ,210+0,+,D =?+160+44+3+16 ,=:><=+, +1 :40,2+0<,

426, +6 >0F <2?2;<+, +1 :=<2./+ /+ -<0+!

! !" #$%& ""

(+ 4.@2-2+4 G2H+ ** I**J /=?+4.::= :>< 4+ $>12,8 K9/<>042- L1,62606+ M$KLN

:<.:.,+ 4> 3./=42,>62.1 012/23+1,2.11+44+ /+, =-.04+3+16, O ,0<5>-+ 42B<+! L4 +,6

>0P.0</7802 4><@+3+16 +3:4.9= :.0< 4> ,2304>62.1 /+, =-.04+3+16, +1 <2?2;<+!

"+ 4.@2-2+4 :+<3+6 =@>4+3+16 4> 3./=42,>62.1 /701 @<>1/ 1.3B<+ /+ :8=1.3;1+,

MA0>426= /+ 47+>0D 6<>1,:.<6 /+ ,=/23+16,!!!N +1 -.3:4=3+16 /+ 4> <=,.4062.1 /+,

=A0>62.1, /+ &>216EQ+1>16! (+, =A0>62.1, <=,.40+, +6 4> 3=68./+ /+ ->4-04 ,.16

:<=,+16=+, />1, I**J!

(+ 4.@2-2+4 <=,.06 4+, =A0>62.1, /+ -.1,+<?>62.1 /+ 4> 3>,,+ +6 /+ 4> A0>1626=

/+ 3.0?+3+16 M+1 1=@42@+>16 />1, 01 :<+32+< 6+3:, 4+ /=B26 /7=-8>1@+ 4>6=<>4

+6 4+, 5<.66+3+16,N R

∂ (ρhb)

∂t+∂ (ρhbV )

∂x= 0 M ! >N

∂ (ρhbV )

∂t+∂(

β′

ρhbV 2)

∂x= −

(

1

2ρgbh2

)

∂x− ρgbh∂zb

∂xM ! BN

.S ρ <+:<=,+16+ 4> 3>,,+ ?.4032A0+D b 4> 4><@+0< >0 32<.2<D V 4> ?26+,,+ /+

47=-.04+3+16D β′ 4+ -.+T-2+16 /+ <=:><6262.1 /+ 4> ?26+,,+ M?.2< U2@0<+ !*N!

"+, =A0>62.1, ,.16 =6>B42+, ,0< 4> B>,+ /+, 89:.68;,+, ,02?>16+, R

V K9:! *!* R 4> 3>,,+ ?.4032A0+ /+ 47+>0 +,6 -.1,6>16+ M47+>0 +,6 -.1,2/=<=+

-.33+ 01 W02/+ 8.3.@;1+ +6 21-.3:<+,,2B4+ND

V K9:! *! R 4> :+16+ /0 5.1/ +,6 5>2B4+D

V K9:! *!X R 47>--=4=<>62.1 ?+<62->4+ :+06 Y6<+ 1=@42@=+D

V K9:! *!Z R 47=-.04+3+16 +,6 +1 <=@23+ W0?2>4!

(+, =A0>62.1, M ! N ,.16 /2?2,=+, :>< 4> 3>,,+ ?.4032A0+ [ 01 6+<3+ /+ 5<.66+3+16

+6 /7>::.<6 4>6=<>4 ,.16 <+,:+-62?+3+16 >P.06=, O M ! BN +6 M ! >N R

∂S

∂t+∂Q

∂x= ql M !X>N

∂Q

∂t+

(

β′Q2

S

)

∂x= −gS ∂z

∂x− g Q |Q|

C2SRhM !XBN

.S S <+:<=,+16+ 4> ,+-62.1 +1 6<>?+<, /+ 47=-.04+3+16D Q 4+ /=B26D ql 4+ /=B26

/7>::.<6 4>6=<>4D z 4> -.6+ /+ 4> ,0<5>-+ 42B<+D C 4+ -.+T-2+16 /+ "8=\9 +6 Rh 4+

Page 18: Modélisation macroscopique des inondations fluviales et urbaines

S

b

h

x

V

zb

∂Q

∂x≈Qn+1

i+1 +Qni+1

2−Qn+1

i−1 +Qni−1

2∆2xi

∂S

∂t= b

∂h

∂t≈ Ao,i +Ao,i+1

∆2xj

hn+1i − hn

i

∆t

Qni hn

i

i n ∆2xi

i− 1 i+ 1 i

Page 19: Modélisation macroscopique des inondations fluviales et urbaines

! ! "#$%& $% "'(")( *$ *+

t

xi-1 i i+1

tn+1

tn

∂ Q

∂ x

h n+1

i

∆2xi

∆t

Q n+1

i+1Q

n+1

i-1

h n

iQ

n

i+1Q

n

i-1

∂ h

∂ t

!"#$% ! , &-./01 23 01455167 893: 51 24;-:/<4;1<49= 27 5>/?31<49= 27 -9=;7:@

A1<49= 27 51 01;;7 21=; B4C7 **

t

xi i+1 i+2

tn+1

tn

Qn+1

i+1

hn

iQ

n

i+1h

n

i+2

hn+1

ih

n+1

i+2

∆2xi

∆t

∂ Q

∂ t∂

∂ x ( )β'Q2

S

!"#$% !+ , &-./01 23 01455167 893: 51 24;-:/<4;1<49= 27 5>/?31<49= 27 -9=;7:@

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Page 20: Modélisation macroscopique des inondations fluviales et urbaines

! "#$%&'() *+ ,'-.) /&/0&12($%#&3-)

t

xi i+1 i+2

tn+1

tn

Qn+1

i+1

hn

iQ

n

i+1h

n

i+2

hn+1

ih

n+1

i+2

∆2xi

∆t

∂ Q

∂ t∂

∂ x ( )β'Q2

S

!"#$% *+! 4 56789: ;< 9:=>>:?@ AB<C >: ;=D6C8E=D:E=BF ;@ >G8H<:E=BF ;@ 6BFD@CI

J:E=BF ;@ >: H<:FE=E8 ;@ 9B<J@9@FE ;:FD K=L@

i + 2MN ∆t >@ A:D ;@ E@9AD ;@ ;=D6C8E=D:E=BF @E A0,i >: D<CO:6@ @F A>:F @FEC@ >@D

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D<CO:6@ FG@DE A:D @QA>=6=E8@ ;:FD >@ 9:F<@> ;@ C8O8C@F6@ ;@ K=L@ R S+

! !"! #$%&'()$%*)$+, -. /0(12*)$+, -. &+,%.'3*)$+, -. /* 12*,)$)(

-. 4+23.4.,)

0@D E@C9@D ;@ >G8H<:E=BF ;@ 6BFD@CJ:E=BF ;@ >: H<:FE=E8 ;@ 9B<J@9@FE T*+UVM

DBFE ;=D6C8E=D8D ;@ >: 9:F=WC@ D<=J:FE@ TJB=C X=?<C@ *+!M Y

∂Q

∂t≈Qn+1

i+1 −Qni+1

∆tT*+Z:M

(

β′Q2

S

)

∂x≈

[

β′Q2

S

]n+1/2

i+2

−[

β′Q2

S

]n+1/2

i

∆2xiT*+ZVM

∂z

∂x≈zn+1i+2 + zn

i+2

2− zn+1

i + zni

2∆2xi

T*+Z6M

.:FD 6@EE@ ;=D6C8E=D:E=BFN >@D AB=FED ;@ 6:>6<> i @E i + 2 DBFE ;@D AB=FED ;@

6:>6<> ;@ >: 7:<E@<C ;G@:< @E >@ ;8V=E FGP @DE A:C 6BFD8H<@FE A:D @QA>=6=E@9@FE

6BFF<+ 0@ >B?=6=@> 6:>6<>@ >@ ;8V=E ;@ >: 9:F=WC@ D<=J:FE@ Y

Q2 ≈ ΘQn+1i+1 Q

ni+1 − (1−Θ)Qn

i+1Qni+1 T*+[M

Θ 8E:FE A:C ;8O:<E \Q8 ] + "@EE@ ;=D6C8E=D:E=BF C@J=@FE ] F8?>=?@C >: ;8C=J8@

∂Q

∂x^

>G8H<:E=BF ;@ 6BFD@CJ:E=BF ;@ >: H<:FE=E8 ;@ 9B<J@9@FE @DE A:C 6BFD8H<@FE ;=OI

O8C@FE@ ;@ 6@>>@ =F=E=:>@9@FE 6BFD=;8C8@ T*+UVM+ "@EE@ ;8C=J8@ FG8E:=E =F=E=:>@9@FE

Page 21: Modélisation macroscopique des inondations fluviales et urbaines

! ! "#$%& $% "'(")( *$ *+

,-. /0123104 5-/. 24 .6708- 59'::;<< = >;/4.6?@ 8-3. 4.<3804 A ,-B<3B 54 290C?-=

<3;/ 54 6;/.4BD-<3;/ 54 2- 8-..4 E !F-G C?3 B4234

∂Q

∂xA

∂S

∂t! (- 6;8,-B-3.;/ 54.

6020B3<0. 59;/54. 3..?4. 54 2- H;B8?2-<3;/ 0C?3D-24/<4 E6;BB4.,;/5-/< -?I 0C?-=

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6;8,;B<484/< 54. .;2?<3;/. ;:<4/?4. -D46 J3K4 ** -? 6;8,;B<484/< -/-2L=

<3C?4! $-/. 2- 84.?B4 ;M ;/ .93/<0B4..4 A 2- ,-B<34 6;/.4BD-<3D4 54. 0C?-<3;/.@

24. <4B84. 59-,,;B< 2-<0B-2 4< 54 HB;<<484/< .?B 24 H;/5 ,4?D4/< N<B4 /012310.

,;?B 06B3B4 24 .L.<O84 0C?3D-24/< A 642?3 53.6B0<3.0 P

∂S

∂t+∂Q

∂x= 0

∂Q

∂t+Q2

(

β′

S

)

∂x= −gS ∂z

∂x

E !QG

"4<<4 H;B8?2-<3;/ ,4B84< 54 6-26?24B 2- 8-<B364 R-6;:34//4 A 4< 2- 6020B3<0 54.

;/54. P

A =

[

0 1

c2 − β′u2 0

]

E !SG

λ− = −√

c2 − β′u2λ+ = +

c2 − β′u2 E !TG

;M λ− 4< λ+ B4,B0.4/<4/< 24. 6020B3<0. 59;/54.@ u 2- D3<4..4 8;L4//4 54 2906;?=

2484/< 4< c 2- 6020B3<0 54. ;/54. 54 ,B4..3;/ Ec =√ghG! (4. 0C?-<3;/. E !TG

53UOB4/< 54. 6020B3<0. 59;/54. <70;B3C?4. P

λ− = β′

u−√

c2 − u2 (β′ − β′2)λ+ = β

u+√

c2 − u2 (β′ − β′2) E !*VG

(4 <B-60 54. 6020B3<0. 59;/54. E !TG 4< E !*VG 53D3.04. ,-B 2- 6020B3<0 54. ;/54.

54 ,B4..3;/ 4.< ,B0.4/<0 A 2- W1?B4 !+ E,;?B β′

= 1G! (97L,;<7O.4 XL,! *!Y

59?/ 06;?2484/< ?/3C?484/< Z?D3-2 ,4B84< 54 1-B-/<3B C?4 24. 6020B3<0. 59;/54.

B4.<4/< 50W/34. ,?3.C?4 2- 6020B3<0 54. ;/54. 54 ,B4..3;/ B4.<4 .?,0B34?B4 A 2-

D3<4..4 54 2906;?2484/<! $-/. 24 6-. 59?/ B01384 <;BB4/<342@ 2- D3<4..4 54 ,B;,-=

1-<3;/ 54. ;/54. /94.< ,2?. 6-26?2-:24 A ,-B<3B 54 2- H;B8?2-<3;/ E !TG ,?3.C?4

c2 − β′u2 < 0! %/ B01384 Z?D3-2@ 24. ;/54. 6-26?204. ,-B 24 2;136342 .4 ,B;,-14/<

5-/. ?/4 53B46<3;/ ;,,;.04 8-3. A 2- 8N84 D3<4..4! %/ B0-23<0@ 64 ,70/;8O/4

/9-,,-B-[< C?4 2;B.C?4 2- D3<4..4 54 2906;?2484/< 4.< /?224 Eu = 0G! \;?B 54.

06;?2484/<. Z?D3-?I ;M 2- D3<4..4 5906;?2484/< 4.< .4/.3:2484/< ,B;674 54 2-

6020B3<0 54. ;/54. 54 ,B4..3;/@ 29-,,B;I38-<3;/ B0-23.04 4/<B-[/4 ?/4 4.<38-<3;/

3/6;BB46<4 5? 6;8,;B<484/< 7L5B-?23C?4 54 2906;?2484/<!

Page 22: Modélisation macroscopique des inondations fluviales et urbaines

! "#$%&'() *+ ,'-.) /&/0&12($%#&3-)

-2

-1

0

1

2

-1.5 -1 -0.5 0 0.5 1 1.5

Nombre de Froude

λ / c

!" #$%&'(!)*$+ ,$'% (- %./*&- 0'1*!(

-1.5 -1 -0.5 0 0.5 1 1.5

-2

-1

0

1

2

Nombre de Froude

λ /

c

2" #$%&'(!)*$+ ,!% 3.4!') ,$'% (- %./*&- )$%5

%-+)*-(

-1.5 -1 -0.5 0 0.5 1 1.5

-2

-1

0

1

2

Nombre de Froude

λ /

c

!" #$%&'()*+$, )(*-%,)*+.- /$'% (- %01+&- *$%2

%-,*+-(

λ- analytique

λ+ analytique

λ- Mike 11

λ+ Mike 11

!"#$% !" # $%&'()*&+ ,- '. /0'01*)0 ,-2 &+,-2 -+ 3&+/)*&+ ,( +&451- ,-

61&(,- 7 /&48.1.*2&+ ,( /&48&1)-4-+) )90&1*:(- -) ,- /-'(* ,- ;*<- ==

Page 23: Modélisation macroscopique des inondations fluviales et urbaines

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! !"!# $%&'()*)+( ,)- .&- )+ %/0'*) (1%%)+(')2

$, -./0 123 45,.0/673 8673/149423: ;2 ;6</8/2; 72 =2,0 09./029 ;23 8.3 27 94</>2

89/0/5,2 20 0699270/2; 12 ;. >?>2 >.7/@92 5,2 82,A 27 94</>2 B,C/.;! &/ ;D486,E

;2>270 >614;/34 =2,0 =.3329 27 94</>2 0699270/2;: ;D,0/;/3.02,9 16/0 .80/C29 ,72

6=0/67 =6,9 =29>20092 ., 8.;8,; 12 32 -./92! F,.71 ;D6=0/67 230 .80/C42: ;D45,.E

0/67 12 867329C.0/67 12 ;. 5,.70/04 12 >6,C2>270 230 >61/G42 =6,9 =6,C6/9

09./029 ;D2732>H;2 123 8.3 9278670943 I

∂Q

∂t+ fQ2

(

β′

S

)

∂x= −gS ∂z

∂x− g Q |Q|

C2SRhJ !**K

6L ;2 029>2 f 92=9432702 ,72 -6780/67 14=271.70 1, 76>H92 12 M96,12 Fr! (.84;49/04 123 67123 3D489/0 .;693 J=6,9 β

= 1K I

λ = ±√

c2 − fu2 J !* K

(. -6780/67 f =2,0 ?092 14G7/2 12 12,A >.7/@923 1/N4927023 32;67 ;2 8O6/A 12

;D,0/;/3.02,9 JC6/9 P.H;2., !*K I

31%*42&('1+ 5&% ,/6&4( 31%*42&('1+ &2()%+&('7)

f =

1− Fr2 pourFr ≤ 10 pourFr > 1

f =

1 pourFr ≤ a1

(Fr + 1− a)bpourFr > a

=.9 14-.,0 I a = 1 20 b = 2

!"#$!% !* Q $4G7/0/67 12 ;. -6780/67 f (Fr) =6,9 R/S2 **

F,2;;2 5,2 36/0 ;. -69>,;.0/67 8O6/3/2: ;. -6780/67 f 230 8670/7,2 3,9 ;D27E

32>H;2 1, 16>./72 12 14G7/0/67 1, 76>H92 12 M96,12 =6,9 2>=?8O29 06,02

C.9/.0/67 H9,0.;2 1, 86>=6902>270 1, 38O4>. 7,>49/5,2!

31%*42&('1+ 5&% ,/6&4(! "2002 -69>,;.0/67 230 T ;D69/</72 1D,7 86>=6902E

>270 OU19.,;/5,2 299674! %7 94</>2 0699270/2; JFr > 1K: ;23 84;49/043 1D6712

8.;8,;423 =.9 R/S2 ** 12C/277270 λ = ±c! (23 67123 8.;8,;423 32 =96=.<270 1678T ;. >?>2 C/02332 1.73 ;23 12,A 1/9280/673 6==63423 86709./92>270 ., 86>=6902E

>270 OU19.,;/5,2 0O469/5,2 6L ;D2732>H;2 123 67123 32 =96=.<270 C293 ;D.C.;! %7

94</>2 B,C/.;: 67 >67092 5,2 ;23 84;49/043 8.;8,;423 =.9 ;2 ;6</8/2; 3670 >.A/>.;23

=6,9 Fr = 0 20 =6,9 Fr =√2/2 V 82;. />=;/5,2 5,2 ;23 67123 32 =96=.<270 27092 1

20

3/4 -6/3 ;. C/02332 12 =96=.<.0/67 123 67123 12 =9233/673 c! (2 86>=6902>270

1D,7 =6/70 89/0/5,2 JFr = 1K: =6,9 ;25,2; ,72 123 12,A 67123 92302 />>6H/;2:

230 />=633/H;2 T 3/>,;29 1.73 ;. >23,92 6L ;. 84;49/04 123 67123 8.;8,;423 =.9 ;2

;6</8/2; 72 =2,0 W.>./3 ?092 7,;;2!

Page 24: Modélisation macroscopique des inondations fluviales et urbaines

! "#$%&'() *+ ,'-.) /&/0&12($%#&3-)

!"#$%&'(!) &%'*")&'(+*, -45 6789:;<=>74 <;=584<=>?5 @5895= A ;B:=>;>C<=5:8

D5 9>5:E F74=8G;58 ;< 674F=>74 D5 =8<4C>=>74 f + 05 F<;<H5 D5C @<8<9I=85C a 5= b 5C=;<>CCJ A ;B<@@8JF><=>74 D5 ;B:=>;>C<=5:8 K =7:=567>CL ;< C=<M>;>=J D: CFNJ9< 4:9J8>O:5

>9@7C5 a < 1 5= b > 2+ )4 5P5=L @7:8 @7:?7>8 :=>;>C58 ;5 CFNJ9< DB$MM7==Q&745CF:

>; F74?>54= D5 F74C58?58 ;5 F<8<F=I85 NR@58M7;>O:5 D: CRC=I95 SF5 O:> 85?>54= A

<?7>8

λ2/c2 ≥ 0L FB5C= A D>85 1 − fFr2 ≥ 0T+ 3:5; O:5 C7>= ;5 U5: D5 @<8<9I=85C

:=>;>CJL ;5C FJ;J8>=JC DB74D5C 85C=54= 7@@7CJ5C K ;5C 74D5C C5 @87@<H54= D74F A ;<

9V95 ?>=5CC5 5= D<4C D5:E D>85F=>74C 7@@7CJ5C+ 05 F79@78=5954= NRD8<:;>O:5

C>9:;J 5C= D74F 58874JL =<4= 54 8JH>95 W:?><; O:B54 8JH>95 =78854=>5;+ 0B7M=54=>74

DB:4 @7>4= F8>=>O:5 5C= JH<;5954= >9@7CC>M;5 <?5F F5==5 6789:;<=>74+

! ! "#$%&'(

05 ;7H>F>5; #)"Q($X 5C= :4 F7D5 D5 F<;F:; :4>D>954C>7445; DJ?5;7@@J @<8

;B-X $89R "78@C 76 )4H>4558C+ )4 F79@;J954= D5C F<;F:;C D5 ;>H45 DB5<: 54

8JH>95 @589<454= 7: =8<4C>=7>85L F5 ;7H>F>5; @5895= D5 97DJ;>C58 ;5C @NJ479I45C

D5 =8<4C@78= D5 CJD>954=C 7: D5 @7;;:<4=C+ .5:E 9J=N7D5C D5 F<;F:; D>PJ854=5C

C74= :=>;>CJ5C @7:8 ;5 8JH>95 @589<454= 5= ;5 8JH>95 =8<4C>=7>85+ 05C JO:<=>74C

9>C5C 54 U5: 5= ;< 9J=N7D7;7H>5 D5 8JC7;:=>74 C74= @8JC54=J5C D<4C YZ[\+

0< 97DJ;>C<=>74 D5C JF7:;5954=C 54 8JH>95 =8<4C>=7>85 C5 M<C5 C:8 ;5C JO:<Q

=>74C D5 F74C58?<=>74 D5 ;< 9<CC5 5= D5 ;< O:<4=>=J D5 97:?5954=+ 0BJF7:;5954=

5C= CJ@<8J 54=85 ;>= 9>45:8 S;5C ?<8><M;5C C74= 47=J5C <?5F ;B>4D>F5 MC @7:8 ]^<>4

"N<445;]T 5= ;>= 9<U5:8 S;5C ?<8><M;5C C74= 47=J5C <?5F ;B>4D>F5 FP @7:8 ]_;77D

%;<>4]T K C:8 FN<O:5 C7:CQ@<8=>5 D5 ;BJF7:;5954=L ;BJO:<=>74 D5 F74C58?<=>74 D5

;< 9<CC5 5C= J=<M;>5 `

∂SMC

∂t+∂QMC

∂xMC= ql,FP S*+ a<T

∂SFP

∂t+∂QFP

∂xFP+∂St

∂t= ql,MC + ql S*+ aMT

7b ql,(FP, MC, ∅) 85@8JC54=54= 85C@5F=>?5954= ;5 DJM>= :4>=<>85 DBJFN<4H5 D5@:>C

;5 ;>= 9<U5:8 ?58C ;5 ;>= 9>45:8L D5@:>C ;5 ;>= 9>45:8 ?58C ;5 ;>= 9<U5:8 5= 54=8<4=

D<4C ;< C5F=>74+ St 5C= ;5 ?7;:95 :4>=<>85 DB5<: F74=54: D<4C ;< C5F=>74 9<>C 45

@<8=>F>@<4= @<C <:E JF7:;5954=C+ 05C JO:<=>74C D5 F74C58?<=>74 D5 ;< O:<4=>=J

D5 97:?5954= C:8 FN<O:5 C7:C @<8=>5 CBJF8>?54= `

∂QMC

∂t+∂ (VMCQMC)

∂xMC=Ml,FP −gSMC

(

∂z

∂xMC+ Sf,MC + Sh,MC

)

S*+ c<T

∂QFP

∂t+∂ (VFPQFP )

∂xFP=Ml,MC − gSFP

(

∂z

∂xFP+ Sf,FP + Sh,FP

)

S*+ cMT

7b Ml,(FP, MC) 85@8JC54=54= 85C@5F=>?5954= ;5 W:E :4>=<>85 D5 O:<4=>=J D5 97:Q

?5954= DBJFN<4H5 ;<=J8<; D5@:>C ;5 ;>= 9<U5:8 ?58C ;5 ;>= 9>45:8 5= D5@:>C ;5 ;>=

9>45:8 ?58C ;5 ;>= 9<U5:8 5= Sh,(FP, MC) ;< @54=5 D5C @58=5C D5 FN<8H5 C>4H:;>I85C

;>J5C <:E 7MC=<F;5C 85C@5F=>?5954= @7:8 ;5 ;>= 9<U5:8 5= ;5 ;>= 9>45:8+ 05C JO:<Q

=>74C S*+ cT C74= J=<M;>5C 54 6<>C<4= ;BNR@7=NIC5 O:5 ;< F7=5 D5 ;< C:86<F5 ;>M85 z

Page 25: Modélisation macroscopique des inondations fluviales et urbaines

! ! "#$%& $% "'(")( *$ *+

,-. /0 121, -34 .53., /0 -,6.758 9:;653/,1,8.! (,- ;<30.758- -34 /, /7. 178,34 ,.

-34 /, /7. 10=,34 -58. ,8-37., -511;,- >534 ;.0?/74 /0 658-,[email protected] 9, /0 10--,

,. 9, /0 <308.7.; 9, 153@,1,8. -34 /:,8-,1?/, 9, /0 -,6.758 ,8 .40@,4- A

∂SEQ

∂t+∂Q

∂x+∂St

∂t

∂xFP

∂x= ql

∂xFP

∂x∂QEQ

∂t+∂ (β′uQ)

∂x= ξ′

∂ (ulql)

∂x− gS

(

∂z

∂x+ Sf,EQ + Sh,EQ

)

B !*CD

5E

SEQ = SMC∂xMC

∂x+ SFP

∂xFP

∂xB !*FD

Q = QMC +QFP B !*GD

QEQ = QMC∂xMC

∂x+QFP

∂xFP

∂xB !*HD

β′

uQ = VMCQMC + VFPQFP B !*+D

S = SMC + SFP B ! ID

Sf,EQ = Sf,MC∂xMC

∂x+ Sf,FP

∂xFP

∂xB ! *D

Sh,EQ = Sh,MC∂xMC

∂x+ Sh,FP

∂xFP

∂xB ! D

5E x 4,>4;-,8., /:0?-67--, 634@7/7J8, 651138, K /:;653/,1,8. ,8 /7. 178,34 ,.

,8 /7. 10=,34 ,. ,-. 60/63/; K >04.74 9, xMC ,. xFP ,. 5E /,- .,41,- ql,FP L

ql,MC L Ml,FP ,. Ml,MC 58. ;.; -3>>471;- 908- /0 1,-34, 5E 7/- -:0883/,8.

9,3M K 9,3M Bql,MC∂xFP

∂x= −ql,FP

∂xMC

∂x,. Ml,MC

∂xFP

∂x= −Ml,FP

∂xMC

∂xD!

)8 .,41, 9:0>>54. /0.;40/ 9, <308.7.; 9, 153@,1,8. ξ′∂ (ulql)

∂x0 ;J0/,1,8.

;.; 0=53.; >534 >4,894, ,8 651>., /,- ;6N08J,- 9, <308.7.; 9, 153@,1,8. 03

87@,03 9,- 658O3,86,- ,. 9,- 9;O3,86,-!

(, -6N;10 9, P4,7--1088 BQC*RL QCIR ,. QS+RD ,-. 3.7/7-; >534 4;-5394, 6,-

;<30.758-! ", -6N;10 71>/767., 0 ;.; 658T3 9, 1087U4, K 658-,4@,4 /, 60406.U4,

658-,[email protected] 9,- ;<30.758-! (0 4,>4;-,8.0.758 9, /:,-.710.758 9,- 9;47@;,- >04W

.7,//,- 908- /:,->06, 9,- >N0-,- ,-. >4;-,8.;, K /0 XJ34, !F! (:,M>4,--758 >534

6,- 9;47@;,- ,-. A

∂U

∂t≈ (1− ψ) U

n+1i − Un

i

∆t+ ψ

Un+1i+1 − Un

i+1

∆tB ! Y0D

∂U

∂x≈ (1− θ) U

ni+1 − Un

i

∆x+ θ

Un+1i+1 − Un+1

i

∆xB ! Y?D

(, -Z-.U1, 9:;<30.758- B !*CD ;.08. 858 /78;074,L -0 4;-5/3.758 8;6,--7.,407. 9,-

.,1>- 9, 60/63/ 4,/0.7@,1,8. 71>54.08.- ,. 9,- >45?/U1,- 9, 658@,4J,86, >534W

407,8. 0>>040[.4, ,8 60- 9, -5/3.758- 97-658.783,- B6N56L 4,--03. NZ9403/7<3,L

Page 26: Modélisation macroscopique des inondations fluviales et urbaines

! "#$%&'() * +',-) .&./&01($%#&2,)

t

xi i+1

tn+1

tnU

n

iU

n

i+1

Un+1

iU

n+1

i+1

∆x

ψ∆x (1-ψ)∆x

∂U∂t i+1

∂U∂t

∂U∂t i

!" #$%&'%() *) +! *%,'$-.%,!.%/& .)0(/$)++)

t

xi i+1

tn+1

tnU

n

iU

n

i+1

Un+1

iU

n+1

i+1

∆t

θ∆t

(1-θ)∆t

∂U∂x

n+1

∂U∂x

∂U∂x

n

1" #$%&'%() *) +! *%,'$-.%,!.%/& ,(!.%!+)

!"#$% *3 4 %567869: ;< =8>?@A ;: %5:6==@A77 <B6C6=? ;A7= #)"D($E

:B8*F* /A C67?A56B? :=B GHB:7<: :7 A99C6I<A7B CA B:8>76I<: ;?J:CG99?: 9A5 %5:6==D

@A77 K5A99G5B?: 9A5 /6LL:BB :B "<7L: MNOPF :B ">:7 MQP* /: 8AC8<C ;: CA C6L7:

;R:A< =<5 <7 H6:S 5:J6:7B ACG5= T 5?=G<;5: <7 =U=BV@: ;: CA SG5@: Ax = B*

/:= 8G7;6B6G7= A<W C6@6B:= 9:5@:BB:7B ;RGHB:765 C: @X@: 7G@H5: ;R?I<AB6G7=

I<: ;: JA56AHC:=* /: =8>?@A ;: %5:6==@A77Y <B6C6=? 9G<5 CA 5?=GC<B6G7 7<@?D

56I<:= ;:= ?I<AB6G7=Y :=B 8G77< 9G<5 SG<5765 <7: =GC<B6G7 678G55:8B: ;A7= C: 8A=

;R<7 ?8G<C:@:7B B5A7=856B6I<: MNZP* ,7: J:5=6G7 9G<5 C:= 5?L6@:= ;R?8G<C:@:7B

B5A7=856B6I<:= A ?B? 95G9G=?: MO[P @A6= 7R:=B A 956G56 9A= 6@9C?@:7B?: 9<6=I<:

C: @A7<:C ;: 5?S?5:78: ;: #)"D($E 7R:7 SA6B 9A= ?BAB* /: 9A==AL: :7 5?L6@:

BG55:7B6:C 9:<B XB5: T CRG56L67: ;RG=86CCAB6G7= 7<@?56I<:= I<6 B:7;:7B T =RA@9C6D

\:5 =A7= 9G<5 A<BA7B 8A<=:5 <7 A55XB ;< 95GL5A@@:* /: @A7<:C <B6C6=AB:<5 ;<

CGL686:C #)"D($E M3QP 67;6I<: I<: =6 CR?8G<C:@:7B 9:<B ;:J:765 BG55:7B6:CY 6C

8G7J6:7B ;R<B6C6=:5 <7: @?B>G;GCGL6: ACB:57AB6J:* /A B:8>76I<: :@9CGU?: ACG5=

:=B CA ]/G8AC %A5B6AC &7:5B6A] ;?J:CG99?: 9A5 5:A; :B AC* M !P* ":BB: @?B>G;GCGD

L6: 8G7=6=B: T 5?;<65: CR67_<:78: ;:= B:5@:= 67:5B6:C= ;A7= CR?I<AB6G7 ;: I<A7B6B?

;: @G<J:@:7B `

f

∂Q

∂t+

(

β′Q2

S

)

∂x

= −gS(

∂z

∂x+ Sf,x

)

K * NF

/A SG78B6G7 ;: B5A7=6B6G7 f ?BA7B ;?\76: 9A5 `

f =

FT − Frm 9G<5Fr ≤ FT

0 9G<5Fr > FT

K * ZF

Ga m :=B <7 :7B6:5 ;G7B CR<B6C6=AB:<5 9:<B @G;6\:5 CA JAC:<5 :7B5: b :B b Q KCA

JAC:<5 9A5 ;?SA<B :=B ;: b!F :B FT :=B CA JAC:<5 =:<6C 9G<5 CAI<:CC: CA B5A7=6B6G7

:7B5: C:= SG5@<CAB6G7= =R:c:8B<:* /A @G;6\8AB6G7 ;: CR?I<AB6G7 ;: 8G7=:5JAB6G7 ;:

CA I<A7B6B? ;: @G<J:@:7B =: 5?9:58<B: =<5 C: 8AC8<C ;: CA @AB568: dA8GH6:77: A

;< =U=BV@: >U9:5HGC6I<: K *bZF :B =<5 CR:=B6@AB6G7 ;: CA J6B:==: ;: 95G9ALAB6G7

Page 27: Modélisation macroscopique des inondations fluviales et urbaines

! ! "#$%& $% "'(")( *$ *

-3

-2

-1

0

1

2

3

-2 -1 0 1 2

Nombre de Froude

λ/c

λ+ analytique

λ- analytique

λ+ HEC-Ras

λ- HEC-Ras

!"#$% !+ , -./0123/4 56 07 8909:329 56; /456; 64 </4823/4 51 4/=>:6 56

?:/156 @ 8/=A7:73;/4 51 8/=A/:26=642 2B9/:3C16 62 56 86013 56 D%"EF'&

56; /456; 574; 0G98/106=642! (G6HA:6;;3/4 56 A 62 56; 8909:329; 5G/456; A/1:

β′

= 1 6;2 5/4496 A7: I

A =

0 1c2

f− u2 2u

J ! KL

λ− = u− c√f

λ+ = u+c√f

J ! +L

M0 8/4.3642 56 4/26: C16 06 870810 56 07 =72:386 N78/>36446 4G7 A01; 56 ;64; 0/:;C16

f = 0 87: 06 ;O;2P=6 5G9C1723/4; 4G6;2 A01; BOA6:>/03C16 C1745 0G9C1723/4 56

8/4;6:.723/4 56 07 C1742329 56 =/1.6=642 6;2 :6=A07896 A7: 0G9C1723/4 56 0G/456

53Q1;3.6! (G9./0123/4 51 :723/ 642:6 07 8909:329 56; /456; 62 86006 56; /456; 56

A:6;;3/4 64 </4823/4 51 4/=>:6 56 ?:/156 7 929 2:7896 ;1: 07 RS1:6 !+!

$1 <732 56 07 59R4323/4 56 07 </4823/4 56 2:74;323/4 f T 07 </:=10723/4 75/AE

296 A7: D%"EF'& 6;2 356423C16 U 07 </:=10723/4 807;;3C16 A/1: 14 98/106=642

3==/>306 JFr = 0L! V01; 06 :9S3=6 5G98/106=642 ;6 :7AA:/8B6 51 :9S3=6 8:323C16

JFr = 1L 62 A01; 06 8/=A/:26=642 598:32 A7: 07 </:=10723/4 D%"EF'& ;G987:26

51 8/=A/:26=642 2B9/:3C16! %4 6Q62T 07 2:74;323/4 51 :9S3=6 W1.370 .6:; 06 :9E

S3=6 2/::642360 ;6 2:75132 64 2B9/:36 A7: 07 53=34123/4 5G146 56; 8909:329; 5G/456;

J64 .7061: 7>;/016L N1;C1GU 56.643: 41006 A/1: 14 98/106=642 8:323C16! "6 8/=E

A/:26=642 6;2 0G34.6:;6 56 86013 598:32 A7: 06 0/S38360 A13;C16 06; 561H 8909:329;

5G/456; 87081096; 2645642 .6:; 0G34R43 J64 .7061: 7>;/016L C1745 06 4/=>:6 56

Page 28: Modélisation macroscopique des inondations fluviales et urbaines

!"#$%&'( ) *&+,( -%-.%/0'#$"%1+(

234567 8796 :73; <)

(9 3=>?@7 8433798?7A Bf = 0CD AE=F5G8?49 67 F5G98?8= 67 @45:7@798 67:?798

H7AA7 67 AE4967 6?I5;?:7) !7887 GJJ34K?@G8?49 7;8 JLM;?F57@798 949 N5;8?O=7) (9

7I78D AE=F5G8?49 67 AE4967 6?I5;?:7 37:?798 P 9=>A?>73 A7; 873@7; 6E?9738?7 GA43;

F5E?A; ;498 J3=64@?9G98; 79 3=>?@7 8433798?7A) $G3 G?AA753;D AE=F5G8?49 67 AE4967

6?I5;?:7 8796 P G@438?3 AE4967 67 H357 A43; 67 ;G J34JG>G8?49) !78 G@438?;;7@798

67 AG J4?987 67 H357 7;8 A7 JA5; ;45:798 379H4983= 6G9; AG JG38?7 67; H453; 6E7G5

4Q A7 HLG@J 6E7KJG9;?49 67 H357 N457 59 3RA7 J3=64@?9G98 78 4Q AE=H45A7@798 M

7;8 >=9=3GA7@798 S5:?GA) (9 37:G9HL7 P AEG@498 67; H453; 6E7G5D AE=H45A7@798 7;8

JA5; T3=F57@@798 79 3=>?@7 8433798?7A 78 A7; U497; 6E7KJG9;?49 67 H357 ;498 JA5;

TG?VA7;D 97 J73@788G98 G?9;? F5E59 TG?VA7 GVG887@798 65 J?H 67 H357) .7; =F5G8?49;

87AA7; F5EG64J8=7; 6G9; A7 A4>?H?7A "(!W'#X :498 P AE79H49837 65 H4@J4387@798

JLM;?F57 >=9=3GA7@798 7K?;8G98 79 H3=G98 59 GVG887@798 65 J?H 67 H357 A43;F57

AE=H45A7@798 7;8 8433798?7A)

! !" #$%$ &'()

.7 A4>?H?7A %;?; 2A4Y 7;8 59 A4>?H?7A 67 @46=A?;G8?49 59?6?@79;?4997AA7 67;

=H45A7@798; P ;53TGH7 A?V37 79 3=>?@7 J73@G9798 45 83G9;?84?37 6=:7A4JJ= JG3

ZGAA?9>T436 X4T8YG37) .G @=8L464A4>?7 67 HGAH5A 7;8 J3=;798=7 6G9; A7 @G957A

67 3=T=379H7 65 A4>?H?7A [\]^) .7; LG58753; 78 A7; 6=V?8; ;53 AG U497 @46=A?;=7 ;498

HGAH5A=; 79 3=;4A:G98 A7; =F5G8?49; 67 XG?98W_79G98 `

∂S

∂t+∂Q

∂x= ql B ) aGC

∂Q

∂t+

∂x

(

Q2

S

)

= −gS(

∂z

∂x− Sf

)

B ) aVC

!4@@7 6G9; A7 HG; 67 b?c7 <<D A7 873@7 6EGJJ438 AG8=3GA ql 9E7;8 JG; J3?; 79H4@J87 6G9; AE=F5G8?49 67 F5G98?8= 67 @45:7@798 H7 F5? J758 d837 P AE43?>?97

6E59 H4@J4387@798 ?9H4L=3798 B:4?3 X7H8?49 ) )<C)

.G @46=A?;G8?49 67; =H45A7@798; 79 3=>?@7 83G9;?84?37 58?A?;7 A7 ;HL=@G 67

$37?;;@G99 B:4?3 X7H8?49 ) ) C J453 3=;45637 A7; =F5G8?49; 67 XG?98W_79G98)

.G @=8L464A4>?7 7@JA4M=7 9E7;8 F57 83e; V3?e:7@798 6=H3?87 6G9; A7 @G957A 65

A4>?H?7A [\]^) .7; LMJ48Le;7; G;;4H?=7; P H7 8MJ7 67 @46=A?;G8?49 97 ;498 JG;

7KJA?H?8=7;)

.7 HGAH5A 67 A?>97 6E7G5 79 3=>?@7 J73@G9798 78 79 3=>?@7 83G9;?84?37 J758

J4;73 J34VAe@7 6G9; A7 HG; 6E59 =H45A7@798 8433798?7A f 948G@@798 P HG5;7 67;

?9;8GV?A?8=; F57 J758 >=9=373 A7 ;HL=@G 67 $37?;;@G99 G5 9?:7G5 65 JG;;G>7

S5:?GAg8433798?7A 45 8433798?7AgS5:?GA) $453 37@=6?73 P H7 J34VAe@7D AG ;7H8?49

6E=H45A7@798 7;8 H49;?6=3=7 H49;8G987 6G9; A7 873@7 H49:7H8?T 67 AE=F5G8?49 67

H49;73:G8?49 67 AG F5G98?8= 67 @45:7@798 B ) aVC `

∂x

(

Q2

S

)

≈ 1

S

∂Q2

∂xB ) hC

Page 29: Modélisation macroscopique des inondations fluviales et urbaines

! ! "#$%& $% "'(")( *$ +

-4

-3

-2

-1

0

1

2

3

4

-2 -1 0 1 2

Nombre de Froude

λ/c

λ+ analytique

λ- analytique

λ+ Isis Flow

λ- Isis Flow

-Fr m

ax

-Fr m

in

Fr m

ax

Fr m

in

!"#$% !" # $%&'()*&+ ,- '. /0'01*)0 ,-2 &+,-2 -+ 3&+/)*&+ ,( +&451- ,-

61&(,- 7 /&48.1.*2&+ ,( /&48&1)-4-+) )90&1*:(- -) ,- /-'(* ,- ;2*2 6'&<!

=-))- .881&>*4.)*&+ 2- 108-1/()- .( +*%-.( ,( /.'/(' ,- '. 4.)1*/- ?./&5*-++-

-) ,- '@->81-22*&+ ,- '. %*)-22- ,- 81&8.A.)*&+ ,-2 &+,-2!

A =

[

0 1c2 2u

]

B !CDE

λ− = u−√u2 − c2

λ+ = u+√u2 − c2 B !CFE

;' -2) *+,*:(0 :(@(+- )1.+2*)*&+ 81&A1-22*%- -2) 10.'*20- -+)1- '-2 0:(.)*&+2 ,-

G.*+)HI-+.+) -) /-''-2 *+/'(.+) '@.881&>*4.)*&+ B ! JE! K@->81-22*&+ ,- /-))-

3&+/)*&+ ,- )1.+2*)*&+ +@-2) 8.2 8102-+)0- ,.+2 '- 4.+(-' ,- 10301-+/- ,( '&H

A*/*-' LCMN! O0.+4&*+2P '-2 %.'-(12 2-(*' 8.1 ,03.() -+)1- '-2:(-''-2 '. 3&+/)*&+ ,-

)1.+2*)*&+ -+)1- -+ ?-( 2&+) 280/*Q0-2 R '. )1.+2*)*&+ 2@-S-/)(- 8&(1 (+ +&451-

,- 61&(,- /&481*2 -+)1- Frmin = 0, 75 -) Frmax = 0, 9! K-2 0:(.)*&+2 /&48'T)-2

,- G.*+)HI-+.+) 2&+) ,&+/ ()*'*20-2 8&(1 (+ +&451- ,- 61&(,- *+301*-(1 U Frmin-) '@.881&>*4.)*&+ -2) /&48'T)-4-+) .88'*:(0- .(H,-'U ,- Frmax! K@0%&'()*&+ ,(

1.)*&

λ

c-+ 3&+/)*&+ ,( +&451- ,- 61&(,- . 0)0 )1./0- 2(1 '. QA(1- !"! K@->81-2H

2*&+ ,- '. 3&+/)*&+ ,- )1.+2*)*&+ +@0).+) 8.2 810/*20- ,.+2 '- 4.+(-' ,( '&A*/*-'P *'

-2) *48&22*5'- ,- ,0)-14*+-1 '. 3&14('.)*&+ ,-2 /0'01*)02 ,@&+,-2 2(1 '@-+2-45'-

,( ,&4.*+- ,- %.1*.)*&+ ,( +&451- ,- 61&(,- 7 '- 1.)*& +@. 8.1 /&+20:(-+) 8.2

0)0 )1./0 ,.+2 '- ,&4.*+- ,@.88'*/.)*&+ ,- '. 3&+/)*&+ ,- )1.+2*)*&+ 8&(1 (+

+&451- ,- 61&(,- /&481*2 -+)1- Frmin = 0, 75 -) Frmax = 0, 9!V&(1 (+ 0/&('-4-+) W(%*.' '- )-14- c2 810,&4*+- ,-%.+) u2 7 '-2 /0'01*)02

,@&+,-2 B !CFE +- 2&+) ,&+/ 8.2 ,0Q+*-2 8&(1 (+ +&451- ,- 61&(,- /&481*2 -+)1-

Page 30: Modélisation macroscopique des inondations fluviales et urbaines

! "#$%&'() * +',-) .&./&01($%#&2,)

0, 9 34 1* /5 657389 :59 ;<=584 ;3 Frmax >3 :384 ;?>@ :5A B493 @?>A396<3 <C573 D

0, 9 34 ;?E4 ><@3AA5E93F3>4 6<9EG39 Frmax ≥ 1* -H58493A @?>495E>43A A89 Frmin 34

Frmax :3863>4 B493 EF:?A<3A :59 7H3I:93AAE?> ;3 75 =?>@4E?> ;3 495>AE4E?>*

%?89 8> >?FJ93 ;3 K9?8;3 E>=<9E389 D FrminL 73A @<7<9E4<A ;H?>;3A @57@87<3A :5973 7?CE@E37 A?>4 E;3>4EM83A 58I @<7<9E4<A 4N<?9EM83A* %?89 8> <@?873F3>4 @9E4EM83

OFr = 1PL 73A ;38I @<7<9E4<A ;H?>;3 A?>4 <C573A D cL @3 M8E >3 @?993A:?>; :5A

58 @?F:?943F3>4 NQ;9587EM83 4N<?9EM83 ?R 8>3 ;3A @<7<9E4<A 3A4 >8773* 0> :384

<C573F3>4 F?>4939 M8H3> 9<CEF3 4?993>4E37L 73A @<7<9E4<A @57@87<3A :59 73 7?CE@E37 >3

A?>4 <C573A 58I @<7<9E4<A 4N<?9EM83A M83 :?89 Fr = ±√2* /3 495@< ;3A @<7<9E4<A

;H?>;3A 4N<?9EM83A 34 @57@87<3A :59 73 7?CE@E37 ;5>A 7H3A:5@3 ;3A :N5A3A O6?E9

KEC893 *SP :39F34 ;HE;3>4EG39 ;38I @?F:?943F3>4A ;ET<93>4A* %?89 1 < Fr2 < 2L75 @<7<9E4< ;H?>;3 ><C54E63 O93A:3@4E63F3>4 :?AE4E63P @57@87<3 :59 73 7?CE@E37 3A4

A893A4EF<3 O93A:3@4E63F3>4 A?8AU3A4EF<3P :59 95::?94 58I @<7<9E4<A 4N<?9EM83A V

73 @?F:?943F3>4 E>639A3 3A4 ?JA3965J73 :?89 Fr2 > 2* %59 5E77389AL 7?9AM83 73

>?FJ93 ;3 K9?8;3 58CF3>43L 7H8>3 ;3A @<7<9E4<A ;H?>;3A @57@87<3 :59 73 7?CE@E37

43>; 639A 0* "3 @?F:?943F3>4 3A4 E>@?N<93>4 563@ 73 @?F:?943F3>4 4N<?9EM83

:8EAM83 75 6E43AA3 ;3 :9?:5C54E?> ;3A ?>;3A 58CF3>43 563@ 73 >?FJ93 ;3 K9?8;3*

! !" #$%&'()*$% +$(, '-) &$.-) /0

/3A @?;3A ;3 @57@87 8>E;EF3>AE?>>37A A?>4 58W?89;HN8E 3>@?93 759C3F3>4 84EU

7EA<AL >?45FF3>4 ;5>A 73A ;?F5E>3A ;3 7HE>C<>E39E3 34 ;3 7H<657854E?> ;8 9EAM83

;HE>?>;54E?>* /3A =5EJ73A J3A?E>A 3> ;?>><3A 4?:?C95:NEM83A O@?F:5954E63F3>4

58I F?;X73A ;3 :78A N5843 ;EF3>AE?>P 34 75 93754E63 95:E;E4< ;3 @57@87 @?FU

:3>A3>4 73A NQ:?4NXA3A AEF:7EG@549E@3A A89 73AM83773A @3A 7?CE@E37A A?>4 J5A<A*

-H58493A 5::9?@N3A A?>4 3F:7?Q<3A ;5>A @3945E>A 7?CE@E37A* %59 3I3F:73L 73 7?U

CE@E37 "59:5 ;<637?::< :59 7H,>E639AE4< %?7Q43@N>EM83 ;3 "5457?C>3 O)A:5C>3P

YZZ[ 3A4 8> 3I3F:73 ;3 @?;3 84E7EA5>4 8>3 5::9?@N3 58I 6?78F3A G>EA M8E :39F34

;3 495E439 ;3 75 FBF3 F5>EX93 73A <@?873F3>4A \86E58I 34 4?993>4E37A*

-5>A 73 @5A ;H<@?873F3>4A :78A @?F:73I3A ?8 :?89 73AM837A 73A NQ:?4NXA3A

;3A @?;3A 8>E;EF3>AE?>>37A A?>4 49?: AEF:7EG@549E@3AL 7H8A5C3 ;3 @?;3 ;3 @57@87

JE;EF3>AE?>>37 3A4 :9E6E7<CE<*

!" #$%&' %& ()*(+* ,

-XA 7?9A M83 7H<@?873F3>4 >3 :384 :78A B493 @?>AE;<9< @?FF3 8>E=?9F3 A89

8>3 A3@4E?> 3> 495639AL E7 @?>6E3>4 ;3 =5E93 5::37 D 75 F?;<7EA54E?> JE;EF3>AE?>U

>3773 :784]4 M8HD 75 F?;<7EA54E?> 8>E;EF3>AE?>>3773* /3A ;?>><3A ><@3AA5E93A D 75

@?>A498@4E?> ;8 F?;X73 O>?45FF3>4 3> 439F3A ;3 4?:?C95:NE3P A?>4 57?9A :78A

>?FJ938A3A* /3A F?;X73A @?>A498E4A A?>4 C<><9573F3>4 :78A C95>;A M83 73A F?U

;X73A ^- 34 ><@3AAE43>4L :59 @?>A<M83>4L ;3A ;89<3A ;3 AEF8754E?> :78A 7?>C83A*

&7 3A4 58W?89;HN8E :?AAEJ73 ;3 49?8639 8> >?FJ93 EF:?945>4 ;3 @?;3A ;3 @57U

@87 -* .E3> M83 75 M85AE 4?457E4< ;3A 7?CE@E37A 9<A?763>4 73A <M854E?>A ;3 .599<

Page 31: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$%&' %& #()#*) % +

λ- Is

is =

λ+ Is

is

t

xλ+ théo

λ+ Isis

λ− théo

λ− Isis

!" Fr = 1

t

xλ+ théo

λ+ Isis

λ− théo

λ− Isis

#" 1 < Fr2 < 2

λ+ Isis = λ

+ théo

λ- Isi

s =

λ- t

o

t

xλ+ théo

λ+ Isis

λ− théo

λ− Isis

$" Fr2

= 2

t

xλ+ théo

λ+ Isis

λ− théo

λ− Isis

%" Fr2 > 2

!"#$% !, - ./0123/4565784 9/3 :2;217523 9<849/3 5=2817>?/3 /5 :6;:?;2/3 061

@373 A;8B 9643 ;</306:/ 9/3 0=63/3!

Page 32: Modélisation macroscopique des inondations fluviales et urbaines

! "#$%&'() * +',-) .&./&01($%#&2,)

y

x

yj+1

yj

xi

xi+1

(i,j+1)

(i,j) (i+1,j)

(i+1,j+1)

!" #!$%%!&' ()*+,)+*- ,!*)-.

($'/

y

x

yj+1

yj

xi

xi+1

(i,j+1)

(i,j)

(i+1,j)

(i+1,j+1)

0" #!$%%!&' ()*+,)+*- ,+*1$.

%$&/'

y

x

Pi-3

Pi+3

Pi+2

Pi-2

Pi

Pi+1

Pi-1

," #!$%%!&' /2/ ()*+,)+*-

!"#$% *34 5 6789:; <= >?@A7@>= <=B <@C9?=ADB DE>=B <= :;@FF;G=

<= 6;@ADHI=A;ADJ F; :9D8K<= <= :;@FF;G= <= F; LKA= :K<9F@B9= =D F; :9D8K<=

<= ?9BKFMD@KA <=B 9NM;D@KAB >KB9=B >=MO=AD O;?@=? <= :;A@P?= @:>K?D;AD= <QMA

7K<= R FQ;MD?=* -=MS G?;A<B DE>=B <= :;@FF;G=B BKAD R <@BD@AGM=? T F=B :;@FF;G=B

BD?M7DM?9B =D F=B :;@FF;G=B AKA BD?M7DM?9B UOK@? V@GM?= *34W* %KM? F=B :;@FF;G=B

BD?M7DM?9BJ F=B >K@ADB <= 7;F7MF BKAD <@B>KB9B <= :;A@P?= K?G;A@B9= X DKMB F=B >K@ADB

>;?D;G=;AD MA :Y:= @A<@7= 9D;AD <@B>KB9B BM? MA= :Y:= 7KM?Z=* )A ?=O;A78=J

>KM? F=B :;@FF;G=B AKA BD?M7DM?9BJ ;M7MA= K?G;A@B;D@KA >;?D@7MF@P?= <=B >K@ADB

<= 7;F7MF AQ=BD A97=BB;@?=* -;AB F= 7;B <=B :;@FF;G=B BD?M7DM?9BJ F; ?9BKFMD@KA <=

BEBDP:=B <Q9NM;D@KAB :MFD@<@:=AB@KAA=FB =BD G9A9?;F=:=AD [;@D= >;? F; ?9BKFMH

D@KA <= >FMB@=M?B >?KZFP:=B MA@<@:=AB@KAA=FB* "= DE>= <= :;@FF;G= >=MD DKMD=H

[K@B YD?= >?KZF9:;D@NM= >KM? ?=>?9B=AD=? <=B DK>KG?;>8@=B ?9=FF=B* %;? ;@FF=M?BJ

F=B D=78A@NM=B <= ?9BKFMD@KAB <= BEBDP:=B <Q9NM;D@KAB :MFD@<@:=AB@KAA=FB BKMB

[K?:= <QMA= BM77=BB@KA <= >?KZFP:=B MA@<@:=AB@KAA=FB >=MO=AD >?K<M@?= <=B

BKFMD@KAB [K?D=:=AD ;A@BKD?K>=B =D >;?D@7MF@P?=:=AD B=AB@ZF=B R FQK?@=AD;D@KA <M

:;@FF;G= \ !]J \ ^]*

-;AB F; :=BM?= K_ F= 7K<= <= 7;F7MF <9O=FK>>9 <;AB F= 7;<?= <= 7=DD= D8PB=

MD@F@B=?; MA :;@FF;G= <= 7;F7MF AKA BD?M7DM?9J F=B 7K<=B <= 7;F7MF Z@<@:=AB@KAA=FB

D?;O;@FF;AD BM? <=B :;@FF;G=B BD?M7DM?9B U`@a= 3 <M -#&J ""#) - <M b""#)

<= FQ,A@O=?B@D9 <M `@BB@BB@>@J cKF[ - <M #$"# <= FQ,A@O=?B@D9 <= /@PG=J =D7W

A= B=?KAD >;B >?9B=AD9B* /=B 7K<=B <= 7;F7MF >?9B=AD9B 7@H;>?PB BKAD T `@a= 3

V`J '=F=:;7J 6c -* /= 7K<= <= 7;F7MF 6c - B=?O@?; <= Z;B= ;M 7K<= <= 7;F7MF

3-H - <9O=FK>>9 <;AB F= 7;<?= <= 7=DD= D8PB= T 6c3 - U>KM? 68;FFKd c;D=?

3-H -W*

!"!# $%&' # ()*+ $*,') ($

/; BK7@9D9 -#& ; <9O=FK>>9 >FMB@=M?B FKG@7@=FB <= :K<9F@B;D@KA Z@<@:=AB@KAH

A=FF= <=B 97KMF=:=ADB X 78;7MA BQ;>>F@NM;AD BM? MA DE>= <= :;@FF;G= <@C9?=AD =D

MD@F@B;AD <=B :9D8K<KFKG@=B <= 7;F7MF D?PB <@C9?=AD=B <QMA FKG@7@=F R FQ;MD?=* /;

:9D8K<KFKG@= <= 7;F7MF <M FKG@7@=F `@a= 3 VFKd `K<=F V`J D=FF= NM= <97?@D=

<;AB F= :;AM=F <= ?9[9?=A7= \3e]J =BD >?9B=AD9= @7@* )A =C=DJ 7= FKG@7@=F U>;?:@

Page 33: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$%&' %& #()#*) % +

,-./ 01202343 051 6- %789 -3: 6- 3-.6 ; 3- <53-1 3.1 .= >5?665@- =2= 3:1.,:.14

-: 0-.: 4@56->-=: A:1- ,2.064 ; B?C- DD 051 6- <?5?3 E. 62@?,?-6 B?C- F622E!

#- 62@?,?-6 5 4:4 E4G-62004 5H= E- 02.G2?1 >2E46?3-1 6-3 4,2.6->-=:3 -= >?6?-.

>51?=I ,J:?-1I -3:.51?-= 2. 6213 EK?=2=E5:?2=!

)-3 4L.5:?2=3 14326.-3 051 6- 62@?,?-6 32=: ,-66-3 E- '5?=:MN-=5=: -= E-./

E?>-=3?2=3 O

∂h

∂t+∂q

∂x+∂r

∂y= Ql P !" 59

∂q

∂t+

∂x

(

q2

h

)

+∂

∂y

(qr

h

)

=

− gh∂z∂x− g

q2 + r2q

C2h2+ Cx +Dx +Wx + Tx + Sx P !" <9

∂r

∂t+

∂x

(qr

h

)

+∂

∂y

(

r2

h

)

=

− gh∂z∂y− g

q2 + r2r

C2h2+ Cy +Dy +Wy + Ty + Sy P !" ,9

2Q CxI DxI WxI TxI Sx P1-30-,:?G->-=: CyI DyI WyI TyI Sy9 1-0143-=:-=: 65

R21,- E- #21?26?3I 65 G51?5:?2= E- 65 E-=3?:4I 6K-S-: E. G-=:I 6K-S-: E- 65 :.1<.M

6-=,- -: 6- T./ E- L.5=:?:4 E- >2.G->-=: -=:15=: 051 .=?:4 E- 3.1R5,- E5=3 65

E?1-,:?2= Ox P1-30-,:?G->-=: Oy9 U Ql -3: 6- G26.>- -=:15=: 051 .=?:4 E- 3.1R5,-

-: 051 .=?:4 E- :->03! #-3 4L.5:?2=3 32=: 14326.-3 051 .=- >4:V2E- 5./ G26.>-3

H=?3 3.1 .= >5?665@- =2= 3:1.,:.14 5G-, E-3 464>-=:3 E- R21>- L.-6,2=L.-! )5

051:?- ,2=G-,:?G- E. G-,:-.1 T./ -3: ,56,.64- 051 6K?=:-1>4E?5?1- EK.= 326G-.1

E- W2- -: 6K?=:4@15:?2= 305:?56- -3: 1456?34- 051 .= 3,V4>5 E. 01->?-1 21E1-! )5

>4:V2E262@?- E. 326G-.1 E- W2- 3-15 E4:5?664- ; 65 3-,:?2= !X! !D!

Y2.1 65 E?3,14:?35:?2= :->021-66-I .= 3,V4>5 -/06?,?:- EK&.6-1 -3: 5E20:4!

)- >5=.-6 E- 6K.:?6?35:-.1 ZD[\ -/06?,?:- 65 ,2=E?:?2= E- 3:5<?6?:4 L.? E2?: A:1-

G41?H4- O

Cr =√

gh∆t

∆x≤ 0.5 P !""9

2Q Cr 1-0143-=:- 6- =2><1- E- #2.15=:I ∆t 6- 053 E- :->03 -: ∆x -3: 50012,V4

051 65 [email protected] E- 65 06.3 0-:?:- ?=:-1R5,- E- 6K464>-=: ,2=3?E414! )5 ,2=E?:?2=

E- 3:5<?6?:4 P !""9 0-.: =- 053 A:1- 3.]35=:- 02.1 @515=:?1 65 3:5<?6?:4 E. >2E^6-

E5=3 65 >-3.1- 2Q 65 G?:-33- EK4,2.6->-=: -3: =4@6?@4- -: 2Q 6K50012/?>5:?2= E-

∆x 0-.: A:1- :120 @15=E- E5=3 ,-1:5?=-3 ,[email protected]:?2=3 E. >5?665@-! Y51 5?66-.13I

6- 053 E- :->03 E- ,56,.6 E2?: A:1- H/4 051 6K.:?6?35:-.1 U ,- ,V2?/ 0-.: 3- 14G46-1

E?],?6- E5=3 6- ,53 E- >2E46?35:?2= ,2>06-/- 2. 305:?56->-=: :1^3 4:-=E.-!

)5 01?3- -= ,2>0:- EK2.G15@-3 V_E15.6?L.-3 P,2.13 EK-5. ,5=56?343I 02=:3I

-:,!!!9 =K5 053 4:4 014G.- E5=3 6- 62@?,?-6! )5 >2E46?35:?2= E-3 4,2.6->-=:3 E5=3

E-3 `2=-3 2Q ,-1:5?=3 2.G15@-3 0-.G-=: 3- >-::1- -= ,V51@- 0-.: 3- 14G46-1

E?],?6- G2?1- ,2=E.?1- ; E-3 143.6:5:3 =2= 1-0143-=:5:?R3!

Page 34: Modélisation macroscopique des inondations fluviales et urbaines

! "#$%&'() * +',-) .&./&01($%#&2,)

%345 6347385 9:5;5 <355;<=;>;?= @;A >B8@@;A C; <B@<4@ B7;< 4?; DB8E@; FB4=;45

CG;B4H 4?; B6653<F; 6B5=8<4@8I5; B :=: BC36=:;* '538A 7B@;45A A;48@ A3?= ;>6@3J:;A

A45 <FBK4; <;@@4@; 6345 C:L?85 A8 4?; 8?=;5DB<; ;A= ;? ;B4 34 ?3? ;= A8 4?;

>B8@@; C; <B@<4@ ;A= 8?3?C:;H >348@@:; 34 AI<F;* %345 4?; <;@@4@; 8?3?C:;H @;A

:K4B=83?A A3?= <3?A8C:5:;A CB?A @;45 8?=:95B@8=: M 6345 @;A <;@@4@;A >348@@:;AH A;4@A

@;A =5B?AD;5=A C; >BAA; A3?= 658A ;? <3>6=; M B4<4? <B@<4@ ?G;A= DB8= 6345 @;A

<;@@4@;A AI<F;A* -4 DB8= C;A <58=I5;A 658A ;? <3>6=;H B4<4? :<FB?9; ?G;A= 5:B@8A:

;?=5; 4?; <;@@4@; AI<F; ;= 4?; <;@@4@; >348@@:;* %B5 B8@@;45A @35AK4G4?; <;@@4@;

;A= AI<F;H @B DB8E@; K4B?=8=: CG;B4 K4G;@@; <3?=8;?= ;A= 5;=85:; C4 >3CI@; <; K48

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L?8A [\\]H [\P] ^

∂h

∂t+−→V

−−→grad (h) + h div

(−→V)

= 0 Q *\_BS

∂u

∂t+−→V

−−→grad (u) = −g ∂z

∂x+ Fx +

1

hdiv(

hνt−−→grad (u)

)

Q *\_ES

∂v

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−−→grad (v) = −g ∂z

∂y+ Fy +

1

hdiv(

hνt−−→grad (v)

)

Q *\_<S

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Page 35: Modélisation macroscopique des inondations fluviales et urbaines

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∂φh

∂t+∂φq

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∂y= R+B − I 6 !"H0C

∂φq

∂t+

∂x

(

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+∂

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∂x+Qx +Wx +Bx + Ix 6 !"H,C

∂φr

∂t+

∂x

(

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h

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+∂

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h+1

2gφh2

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=

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∂y+Qy +Wy +By + Iy 6 !"HBC

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C<9@5@>49> K 83:6<V8; B98 GEB4>5<9 A8 AG?8;@<5; :<B; C46CB68; 68@ GCD4978@ 89>;8

65> I- 8> 65> !- 98 :8;38> :4@ A8 ;89A;8 C<3:>8 A8 C8 >V:8 A8 :DG9<3H98 Z68

AGP5> C46CB6G :4; B98 GEB4>5<9 A8 AG?8;@<5; G>49> 4 :;5<;5 9B6 EB49A 64 C<>8 A8

64 @B;F4C8 65P;8 8@> 64 3W38 K 6L43<9> 8> K 6L4?46[*

!"!# $%&' ()**+

/8 C<A8 A8 C46CB6 \5]8 ^6<<AJ AG?86<::G :4; 68 -#&J :8;38> 68 C<B:6478 A8@

C<A8@ \5]8 II 8> \5]8 !I* /<;@ ALB98 @53B64>5<9J 68@ C<A8@ I- 8> !- F<9C>5<9989>

59AG:89A43389> 8> A8 3495H;8 5A89>5EB8 K C8 EB5 4 G>G AGC;5> :;GCGA83389>

Z?<5; _8C>5<9 !*!*I 8> _8C>5<9 !* *I ;8@:8C>5?8389>[ RI!U* %6B@58B;@ >V:8@ A8 `<9CX

>5<9 89>;8 68@ A8BM 3<AH68@ @<9> :<@@5P68@ N

O /8@ `<9C>5<9@ A8 >V:8 a@>49A4;A 659]a 53:65EB89> B98 8M>;G35>G AB 3<AH68

I- Z,-.- 68@ C<998C>5<9@ 89>;8 B98 ;5?5H;8 8> B9 64C[*

O /8@ `<9C>5<9@ A8 >V:8 a64>8;46 659]a ;8:;G@89>89> 68@ GCD4978@ 89>;8 68@ A8BM

3<AH68@ :4; AGP<;A8389> 64>G;46 AB 3<AH68 I-*

O )9=9J 68@ `<9C>5<9@ A8 >V:8 a@>;BC>B;8 659]a :8;38>>89> A8 C46CB68; 68@

GCD4978@ 89>;8 A8BM 345668@ ?<5@598@ AB 3<AH68 !- :4; 64 ;G@<6B>5<9 A8@

GEB4>5<9@ I-* "8 >V:8 A8 `<9C>5<9 :8;38> A8 3<AG65@8; 68@ <B?;478@ >86@

EB8 68@ :<9>@J @8B56@J 8>C*** "8@ `<9C>5<9@ 98 @8;<9> :4@ 8M:65C5>G8@ A49@ 64

38@B;8 <b 6L<9 98 @L59>G;8@@8 EBLK 64 ;G@<6B>5<9 A8@ GEB4>5<9@ A8 _459>X

c8949>*

/8@ GEB4>5<9@ @<9> ;G@<6B8@ @53B6>49G389> :<B; 68@ A8BM 3<AH68@ 8> 68@ ?4;54P68@

@<9> C<9@5AG;G8@ C<338 ><>468389> AG>8;359G8@ 4B :4@ A8 >83:@ n*

Page 39: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$%&' %& #()#*) +%, % --

t

n n+1n+½

Qn+½

11h

n+½

21

Mike 11

Mike 21

Débit d’échange calculé explicitement à partir des variables du modèle 1D

Hauteur d’eau du modèle 2D servant de condition limite du 1D

i Etape de calcul n°i

!"#$% !++ . '/0123 45 /36/76 45 89:5 ;6<<4 =<7> 65? @<A/B9<A? 45 BC=5

D?B3A43>4 69A:D

!"!#!$ %&'()*&' +, )-., /0)1'+12+ 3*'4/

#5? @<A/B9<A? E<AB 65 695A 5AB>5 7A5 5FB>129B1 4G7A 2<4H65 +% 5B 7A5 <7 =67,

?957>? 239665? 45 /36/76 %! )5 E<A/B9<AA525AB 45 /5 695A 5AB>5 65? 457F 2<4H65?

5?B 65 2I25 J75 =<7> 65 /<45 K<6E LM<9> '5/B9<A !"!+N! %3A? 7A =>5295> B52=?O

89:5 + >1?<7B 65? 1J73B9<A? 5AB>5 65? B52=? n 5B n + 1! )5 41P9B 45 B>3A?E5>B

45=79? 65 2<4H65 +% M5>? 65 % 5?B 5FB>3=<61 Q =3>B9> 45? M3>93P65? 47 2<4H65

+% 37 =3? 45 B52=? n R

∂Qn+1/2

∂t= −

(

gS∂hn

∂x+ g

Qn |Qn|C2SRh

)

L !-SN

%3A? /5BB5 E<>2763B9<AO 65 B5>25 4G3//161>3B9<A /<AM5/B9M5 3 1B1 A1T69T15!

)G5FB>3=<63B9<A 47 41P9B B>3A?9B3AB 4G7A 2<4H65 Q 6G37B>5 5?B >1369?15 T>U/5 Q

7A ?/0123 5F=69/9B5 5B A1/5??9B5 4<A/ 45 >5?=5/B5> 63 /<A49B9<A 45 #<7>3AB =<7>

T3>3AB9> 63 ?B3P969B1 47 2<4H65! )3 M3657> 23F92365 3429??9P65 =<7> 65 A<2P>5 45

#<7>3AB 5?B 9A49J715 1T365 Q ! ( =3>B9> 47 41P9B 45 B>3A?E5>BO 63 23??5 1/03AT15

5AB>5 /03/7A 45? 2<4H65? 39A?9 J75 63 J73AB9B1 45 2<7M525AB 5AB>3AB5 43A? 65

2<4H65 % =57M5AB IB>5 5?B9215?! %3A? 7A ?5/<A4 B52=?O 89:5 ++ >1?<7B 65?

1J73B9<A? 5AB>5 65? B52=? n 5B n + 1! V<7> /5 E39>5O 63 /<B5 45 63 ?7>E3/5 69P>5

43A? 65 2<4H65 % 5?B 7B969?15 /<225 /<A49B9<A 37F 6929B5? 47 2<4H65 +%! )5

?/0123 45 /36/76 /<7=61 45? 457F 2<4H65? 5?B =>1?5AB1 ?7> 63 WT7>5 !++!

Page 40: Modélisation macroscopique des inondations fluviales et urbaines

! "#$%&'() *+ ,'-.) /&/0&12($%#&3-)

!"!#! $%&'()%& *+ (,-+ ./0(+10/ /)&2.

"45 6789:;785 <4=>4::48: ?4 =4<=@548:4= A45 ?@B7=?4>48:5 ?C A;: >;84C= D4=5

A45 9EF><5 ?G4H<F85;78 ?4 9=C4 4: D;94ID4=5F+ 045 9F=F9:@=;5:;JC45 ?4 AG@9EF8K4

578: ;8:@K=@45 FCH @JCF:;785 ?4 L;M4 NN O=45<49:;D4>48: L;M4 *NP D;F C8 :4=>4

57C=94+ 0F ?@Q8;:;78 ?4 :4AA45 5:=C9:C=45 <4C: 54 RF;=4 5C= AG4854>BA4 ?GC8 B;4R

?C >7?SA4 N. O4: ?789 5C= <AC5;4C=5 549:;785 ?4 9FA9CAP 4: 5C= <AC5;4C=5 94AACA45

?C >7?SA4 *.+ 04 9E7;H ?4 AF <7=:;78 ?4 >7?SA4 N. 4: ?45 94AACA45 F5579;@45 T

C84 5:=C9:C=4 ?G@9EF8K4 45: RF;: ?4 >F8;S=4 FC:7>F:;JC4 <F= A4 97?4+ $ <F=:;= ?4

AF K@7>@:=;4 ?45 ?4CH >7?SA45U AF AF=K4C= 4: AF 97:4 ?C ?@D4=57;= 578: 9FA9CA@45+

.4CH R7=>CAF:;785 578: <=7<75@45 <7C= 9FA9CA4= A4 ?@B;: :=F85;:F8: ?GC8 >7?SA4

T AGFC:=4 V

Qe

DL= ham

ham

[

1−(

havham

)1,5]0,385

O*+ WFP

Qe

DL=

ham√ham !"#

havham

≤ 23

32

√3hav

√ham − hav !"#

havham

> 23

$%&'()*

!+ Qe ,-. /, 01)2. 0, .#34-5,#.6 D ,-. /, 7!,872,4. 0, 019,#-!2# $D = 1, 838*6 L /3

/3#:,"# 0;17<34:, ,. ham $#,- ,7.29,=,4. hav* /3 <3".,"# 3" 0,--"- 0" 019,#-!2#

> /;3=!4. $#,- ,7.29,=,4. > /;393/*& ?3 5!#="/3.2!4 $%&'(3* !-, #!)/@=, 0@-

/!#- A", /, 019,#-!2# 4;,-. 3- 4!B1& C4 ,D,.6 -2 /3 7!., 0, /3 -"#537, /2)#, >

/;393/ ,-. 2451#2,"#, > /3 7!., 0" 019,#-!2#6 /3 5!#="/, $%&'(3* 4;,-. 3- 01E42, F

/, =34",/ 0, #151#,47, 0, G2H, I/!!0 JK%L 4, #172-, 3- 7!==,4. 7, 73- ,-.

.#32.1&

C4.#, /,- 0,"M =!0@/,-6 -,"/- /,- 17<34:,- 0, =3--, -!4. #2- ,4 7!= ., F /3

A"34.2.1 0, =!"9,=,4. -!#.34., 4;1.34. 3- 24.#!0"2., 034- /, =!0@/, 393/& N3#

32//,"#-6 2/ 7!492,4. 0, 4!.,# A", /3 A"34.2.1 0, =!"9,=,4. 3--!721, > /3 =3--,

-!#.34., 0;"4 =!0@/, ,-. 3 #2!#2 7!4-,#91, 034- /, =!0@/,& O,/3 -, .#30"2. 3#

"4, 4!4 7!4-,#93.2!4 0, /3 A"34.2.1 0, =!"9,=,4.6 /, <14!=@4, 1.34. 0;3".34.

/"- 377,4."1 A", /3 <3".,"# 0;,3" 034- /, =!0@/, 0#3241 ,-. 532)/, !" A", /,

4!=)#, 0, I#!"0, ,-. 1/,91&

O!==, !"# /, 7!" /3:, 0,- =!0@/,- OOPCKQ ,. OOPC%Q6 /;".2/2-3.2!4 0,

/!2- 0, 019,#-!2# !"# =!01/2-,# /,- 17<34:,- ,4.#, /,- 0,"M =!0@/,- ,= R7<, /3

#, #1-,4.3.2!4 0,- <14!=@4,- .,/- A", /, 7!"#.S72#7"2. 0, =1340#,&

!"!#!# $%&'(%)*'%+, -* -.)%' /,'(/ 0%1/ 22 /' 0%1/ 2

N!"# /,- T!47.2!4- 0, .B , U-.3403#0 /24HU6 /, 01)2. 0, .#34-5,#. ,4.#, /,- =!S

0@/,- ,-. -!2. 02-.#2)"1 "425!#=1=,4. > .!".,- /,- =32//,- %Q6 -!2. #1 3#.2 ,4.#,

/,- 7,//"/,- ,4 5!47.2!4 0, /3 <3".,"# 0;,3" 3" 01)". 0" 3- 0, .,= -& V2 /;".2S

/2-3.,"# 7<!2-2. "4, #1 3#.2.2!4 ,4 5!47.2!4 0, /3 <3".,"# 0;,3"6 /3 5!#="/3.2!4

Page 41: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$%&' %& #()#*) +%, % -.

/0123456 6/5 6789:;<6 =

Qi = Qh

3/2

in∑

i=1

h3/2

i

> !-?@

#6556 A:B709351:4 6/5 <53C916 64 /088:/345 D06 96 E<C15 /6 B<83B515 64 B6/86F5345

9G<D0351:4 E6 #H<I; =

Q = SCi1/2R

1/2

h > !"J@

&4 A31/345 9GH;8:5HK/6 D06 96 F3439 6/5 93BL6 >b≫ h@M :4 8605 388B:FH6B 96 B3;:4

H;EB3091D06 Rh 83B 93 H30560B EG630 h =

Rh =S

χ≈ bh

b+ 2h≈ h > !"+@

&4 145<LB345 > !"+@ N > !"J@M :4 :C51645 =

Q = bCi1/2h

3/2> !" @

)6 734069 E6 B<A<B64F6 E6 O1P6 Q9::E 14E1D06 D06 96 E<C15 Q 8605 R5B6 F:4/1E<B<

F:776 8B:8:B51:4469 N h3/2S F6 D01 6/5 96 F3/ 8:0B 04 B<L176 FB151D06! #6864E345

F693 4G6/5 3 8B1:B1 83/ 2B31 /1 93 86456 E0 A:4EM 93 93BL60B 65 96 F:6TF1645 E6 #H<I;

46 /:45 83/ F:4/5345/ /0B 93 I:46 E6 E1/5B1C051:4 E0 E<C15 E6 5B34/A6B5!

U069 D06 /:15 96 5;86 E6 V:4F51:4 6421/3L<M 96 E<C15 EG<FH34L6 6/5 F39F09<

14E<864E377645 E0 83/ E6 5678/ E6 FH3D06 7:EK96! )3 F:4/6B2351:4 E6 93

73//6 8605 46 83/ R5B6 2<B1W<6 D034E 96 2:9076 <FH34L< ><L39 30 8B:E015 E0

E<C15 83B 96 83/ E6 5678/@ 6/5 /08<B160B 30 2:9076 E1/8:41C96 E34/ 96/ 731996/

F:4F6B4<6/ E0 7:EK96 EB314<! &4 6X65M E34/ 04 569 F3/M 96 2:9076 645B345 E34/

96 7:EK96 3239 6/5 /08<B160B N F6901 /:B5345 E0 7:EK96 37:45 S 96 C1934 E6 73//6

L9:C39 /0B 9G64/67C96 E6/ E60Y 7:EK96/ 4G6/5 39:B/ 890/ 2<B1W<! %34/ 93 76/0B6

:Z B164 4G6/5 76451:44< E34/ F6 /64/ E34/ 96 734069 E6 B<A<B64F6 [+ \M 19 6/5

8://1C96 D06 O1P6 Q9::E 46 2<B1W6 83/ 93 F:4/6B2351:4 E6 93 73//6 30 5B326B/

EG046 9131/:4!

!"!" #$%&'()* *

)6 9:L1F169 '$]&^,+% % [+.\M E<269:88< 83B %69A5 _;EB3091F/M 6/5 04 F:E6

E6 F39F09 F:089< +%, %! )3 7<5H:E:9:L16 E6 F:0893L6 6789:;<6 83B ':C6P,+% %

8:0B <53C91B 96/ <D0351:4/ B</:906/ F:4/1EKB6 890/160B/ 2:9076/ E6 F:45B`96 >2:1B

Q1L0B6 !+ @! )3 I:46 N 7:E<91/6B 6/5 /<83B<6 645B6 96 B</630 041E1764/1:4469 65

96 731993L6 F3B5</164 C1E1764/1:4469! )6/ <D0351:4/ E6 D034515< E6 7:0267645

/:45 <53C916/ 65 B</:906/ 14E<864E377645 8:0B 96/ E60Y 7:EK96/! &4 B6234FH6

046 041D06 <D0351:4 E6 73//6 6/5 05191/<6 8:0B FH3D06 731996 E0 7:EK96 C1E1,

764/1:4469 >14F90345 <2645069967645 046 731996 E0 7:EK96 041E1764/1:4469@ =

dVi,j (z)

dt+Qk−1/2 −Qk+1/2

+∆y(

qi−1/2 − qi+1/2

)

+∆x(

rj−1/2 − rj+1/2

)

= 0 > !"-@

Page 42: Modélisation macroscopique des inondations fluviales et urbaines

r j+1/2

qi+1/2

r j-1/2

qi-1/2

Q k+1/2

Q k-1/2

r jr +1/2

qi-1/2

Modèle 1D

Modèle 2D

Vi,j i j

h1D Q1D

h2D q2D r2D

Qk−1/2 Qk+1/2

Page 43: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$%$ &' ()%*$ &'+ %,,*-./'+ %01 2-(03'+ 4565+ ,-0*

('+ #70%$5-6+ /8,'*9-(570'+ :;

!"!# $%&'()*+%& ,%)- (.* '%/.* '%),(0* 123 2

(< =>?@A< B< ?CDE>B>F>GH<I B< J>KLFMG< N&O & <ID PKMIH?<=D MKIIH H?L>AO

DM=D PK< F< =>?@A< B< J>B<I N&O & <QHIDM=D! .<ADMH=<I ?CDE>B<I L<A?<DD<=D

=CM=?>H=I B< ACBKHA< F< =>?@A< B)ERL>DESI<I ACMFHIC<I <D I>=D <= J< I<=I LFKI

TM@F<I! (< J>KLFMG< <ID UMJHFHDC LMA F)<?LF>H B<I ?V?<I ?CDE>B<I =K?CAHPK<I

B< ACI>FKDH>= B<I CPKMDH>=I L>KA F<I B<KQ J>B<I B< JMFJKF! '= <W<DX BM=I F< JMI

BK J>KLFMG< LMA F<I <QDAC?HDCI BK ?>BSF< N&X F)MLLA>JE< J>=IHIDM=D Y JMFJKF<A

F< ZKQ B< DAM=IU<AD <= J>=IHBCAM=D JEMPK< ?>BSF< J>??< F)K= B<I CDMD BK LA>O

@FS?< B< *H<?M== Y ACI>KBA< [J>??< J)<ID F< JMI L>KA F< F>GHJH<F \>FU] L<A?<D

B< I)MWAM=JEHA BK JMFJKF <QLFHJHD< B< ^MAHM@F< =CJ<IIMHA< BM=I F< JMI B< 3H_<

4F>>B!

(< J>KLFMG< LA>L>IC BM=I J<DD< DESI< KDHFHI<AM B>=J FM ?V?< ?CDE>B>F>GH<

B< JMFJKF L>KA F)<=I<?@F< B<I CJ>KF<?<=DI! (< U>A?MFHI?< I<AM LMA MHFF<KAI CDM@FH

IKA K= ^>FK?< B< J>=DA`F< LA<=M=D <= J>?LD< F)CJ>KF<?<=D K=H <D F)CJ>KF<?<=D

@HBH?<=IH>==<F [J>??< J)<ID F< JMI L>KA F< F>GHJH<F +>@<_ N& &]! 0=< MLLA>JE<

MKQ ^>FK?<I T=HI I<AM LAH^HFCGHC<X F<I ZKQ MKQ H=D<AUMJ<I <=DA< F<I ?MHFF<I B<

JMFJKF I<A>=D JMFJKFCI LMA FM ACI>FKDH>= B)K= LA>@FS?< B< *H<?M== a F)CDMD B<

F)MAD B< J<DD< MLLA>JE< <ID BCDMHFFC Y FM I<JDH>= !"!N!

!" #$%$ &' ()%*$ &'+ %,,*-./'+ %01 2-(03'+ 456+

,-0* ('+ 780%$6-5+ /9,'*:-(680'+

()KDHFHIMDH>= B)K=< ?CDE>B< MKQ ^>FK?<I T=HI L>KA ACI>KBA< B<I IRIDS?<I

ERL<A@>FHPK<I B< F>HI B< J>=I<A^MDH>= M CDC LA>L>IC< <= Nb"b LMA c>BK=>^ d e!

(< BCDMHF B< FM ?CDE>B< <D B<I CPKMDH>=I MII>JHC<I I<AM LACI<=DC MK JEMLHDA< f!

6CM=?>H=IX F<I LAH=JHLMF<I CDML<I B< JMFJKF I>=D LACI<=DC<I HJH! '= CJAH^M=D F<I

CPKMDH>=I B< J>=I<A^MDH>= [B< FM ?MII< <D B< FM PKM=DHDC B< ?>K^<?<=D BM=I F<

JMI B<I CPKMDH>=I B< +MH=DO2<=M=D] L>KA K= ^>FK?< B< J>=DA`F<X >= L<KD ?>=DA<A

PK< F< IRIDS?< ERL<A@>FHPK< Y ACI>KBA< <ID B< FM U>A?< d" e g

ˆ

Ω

∂U

∂tdΩ +

ˆ

Γ

(−→F .−→n

)

dΓ = S [ !ff]

>h UX

−→F <D S A<LACI<=D<=D A<IL<JDH^<?<=D F< ^<JD<KA B<I ^MAHM@F<I J>=I<A^C<IX F<

^<JD<KA B<I ZKQ Y DAM^<AI F)H=D<AUMJ< <D F< ^<JD<KA B<I D<A?<I I>KAJ<X

−→n A<LACI<=D<

F< ^<JD<KA =>A?MF [I>ADM=D] Y F)H=D<AUMJ<X Ω FM IKAUMJ< <= LFM= BK ^>FK?< B<

J>=DA`F< <D Γ FM F>=GK<KA BK J>=D>KA BK ^>FK?< B< J>=DA`F<! ()<ILMJ< ?>BCFHIC <ID

BHIJACDHIC <= ^>FK?<I T=HI [CGMF<?<=D MLL<FCI J<FFKF<I >K ?MHFF<I B< JMFJKF] F>AI

B< FM J>=IDAKJDH>= BK ?>BSF<! .<DD< BHIJACDHIMDH>= A<ID< GC=CAMF<?<=D J>=IDM=D<

D>KD MK F>=G BK JMFJKF! ()CPKMDH>= [ !ff] <ID H=DCGAC< IKA JEMPK< ?MHFF< B< JMFJKF

<D F<I ZKQ I>=D ACCJAHDI BM=I F< ACUCA<=DH<F MII>JHC Y F)H=D<AUMJ< [^>HA 4HGKA< !N:]!

()CPKMDH>= BHIJACDHIC< I)CJAHD MF>AI g

Page 44: Modélisation macroscopique des inondations fluviales et urbaines

! "#$%&'() *+ ,'-.) /&/0&12($%#&3-)

F

Fi,j

Li,j

G

n

α

x

y

Cellule j

Cellule i

!"#$% *+4 5 6789:; <= >?@A7@>= <B 7;C7BC <=D EBF G CH@AI=?J;7= =AI?= <=BF

:;@CC=D <= 7;C7BC+

Ai

(

Un+1i −U

ni

)

∆t+

j

[

Pi,jFn+1/2

i,j Li,j +(

Sn+1/2

i,j

)

i

]

= 0 K*+LMN

OP Ai ?=>?9D=AI= C; DB?J;7= =A >C;A <= C; :;@CC= <= 7;C7BC iQ Uni =DI C; :OR=AA=

<= U DB? C; :;@CC= G CH@ADI;AI nQ ∆t =DI C= >;D <= I=:>DQ Pi,j =DI C; :;I?@7=

<= 78;AS=:=AI <= ?9J9?=AI@=CQ Fn+1/2

i,j =DI C; :OR=AA= <B EBF <;AD C; <@?=7I@OA

AO?:;C= G CH@AI=?J;7= =AI?= C=D >;D <= I=:>D n =I n + 1Q Li,j =DI C; COASB=B? <=

CH@AI=?J;7= =AI?= C=D :;@CC=D i =I jQ =I(

Sn+1/2

i,j

)

i?=>?9D=AI= C; 7OAI?@TBI@OA G C;

:;@CC= i <B I=?:= DOB?7= =AI?= C=D :;@CC=D i =I j+ 0= 7;C7BC <B I=?:= Fn+1/2

i,j =DI

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Page 49: Modélisation macroscopique des inondations fluviales et urbaines

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Page 50: Modélisation macroscopique des inondations fluviales et urbaines
Page 51: Modélisation macroscopique des inondations fluviales et urbaines

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Page 52: Modélisation macroscopique des inondations fluviales et urbaines

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Page 53: Modélisation macroscopique des inondations fluviales et urbaines

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Page 54: Modélisation macroscopique des inondations fluviales et urbaines

! "#$%&'() *+ ,-./0&1$'&-2 "-3%0/) 4.56.

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Ai≤ 1 pour tout i S*+4T

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j Li,j FK

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j Li,jS*+6T

Page 55: Modélisation macroscopique des inondations fluviales et urbaines

Axe d’écoulement orienté par le bâti

Axe d’écoulement orienté par le lit mineur

Zone bâtie empêchant les écoulements

Page 56: Modélisation macroscopique des inondations fluviales et urbaines

! "#$%&'() *+ ,-./0&1$'&-2 "-3%0/) 4.56.

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<EHG=FW@< :B8@9G<:9<D<E8+

7 #I>+ *+ J 0C@;?:B<D<E8 :EGAGD<E=G?EE<B ><:8 K89< =@>F9@ <E A<:Y \?E<=

=G8:@<= 9<=><;8GH<D<E8 F: A<==:= <8 <E A<==?:= A< BF >BFGE< ACGE?EAF8G?E

OH?G9 ]GW:9< *+6Q+ )E FN=<E;< AC@;?:B<D<E8 AFE= BF >BFGE< ACGE?EAF8G?EZ

BC@;?:B<D<E8 89FE=H<9=FB AFE= B< ;FEFB 4. <=8 E@;<==FG9<D<E8 E:B+ 0?9=

AC:E A@N?9A<D<E8Z :E< =89:;8:9< 8?:9NGBB?EEFG9< =< R?9D< AFE= BF \?E<

GER@9G<:9< DFG= A?E8 BF HG8<==< 89FE=H<9=FB< D?I<EE< <=8 E:BB<+

%F9 FGBB<:9=Z ?E A@[EG8 B<= 8<9D<= =:GHFE8= OH?G9 ]GW:9< *+*Q J

7 !"#$%&'# !"($ #)$# J BGDG8< <E89< BC@B@D<E8 :EGAGD<E=G?EE<B <8 BC@B@D<E8

NGAGD<E=G?EE<B

7 !"#$%&'# #*"($ #)$# J BGDG8< A: H?B:D< A< ;?E89^B< X B< ;F= @;S@FE8Z <BB<

><:8 K89< A@E?DD@< 4. ?: 6. =:GHFE8 B< 8I>< AC@;?:B<D<E8 AFE= BC@B@D<E8

P:C<BB< A@BGDG8<

7 &*# +) '&!&, -. J AG9<;8G?E A< BC@;?:B<D<E8 :EGAGD<E=G?EE<B+ "<8 FY< <=8

?9G<E8@ F9NG89FG9<D<E8 X R′

(

O;x′

; y′

; z)

Z B< 9@R@9<E8G<B F==?;G@ F: ;FEFB 4.

Page 57: Modélisation macroscopique des inondations fluviales et urbaines

X

Y

Z

Ω

Γ

interface extérieure 1D

interface

extérieure 2D

interface

intérieure

axe du canal 1D

Ox′

R (O;x; y; z)

Γ Ω

δt = t2 − t1

δt

Page 58: Modélisation macroscopique des inondations fluviales et urbaines

x

y

x’

y’

x

y

y’

x’Element 1D

V

V

u

v

v’

u’

Element 2D

R (O;x; y; z)

R′

(

O;x′

; y′

; z)

m (t2)−m (t1) = FM

m (t) tFM m (t)

m (t) =

ˆ

Ω

(ρh) (x, y, t) dΩ

ρ hh = z−zb z zb

f(x, y, t)g(x, y, t) =(fg)(x, y, t) f g FM

Γ δt

FM =

ˆ t2

t1

ˆ

Γ

(

ρh(−→V

−→n))

(x, y, t) dΓdt

−→n Γ−→VOx Oy

Page 59: Modélisation macroscopique des inondations fluviales et urbaines

! ! "#$%&'()* +, -.(-%/%&'() 0

1234 56789:92 5;35 <= >;9?2 53:@=A42 B

FM =

ˆ t2

t1

ˆ

Γ

(ρh (unx)) (x, y, t) dΓdt C !DE

+

ˆ t2

t1

ˆ

Γ

(ρh (vny)) (x, y, t) dΓdt

F2 G:<=A H2 ?=552 539 <2 @;<3?2 H2 8;A49I<2 56789:4 B

ˆ

Ω

[(ρh) (x, y, t2)− (ρh) (x, y, t1)] dΩ =

ˆ t2

t1

ˆ

Γ

(ρh (unx)) (x, y, t) dΓdt+

ˆ t2

t1

ˆ

Γ

(ρh (vny)) (x, y, t) dΓdt C !JE

! !" #$%&' () *+&',$,- () ./+0).)', (&'1 %& ($2)3,$/'

Ox

F= @=9:=4:;A H2 K3=A4:47 H2 ?;3@2?2A4 539 <2 @;<3?2 H2 8;A49I<2 254 7L=<2

M <= 5;??2 H25 N3O 2A49=A4 24 5;94=A4 1=9 <25 :A429>=825 24 H25 >;9825 562O29P=A4

539 <2 N3:H2! F2 G:<=A H2 K3=A4:47 H2 ?;3@2?2A4 1234 A;4=??2A4 Q492 74=G<: 2A

8;A5:H79=A4 3A:K32?2A4 <= K3=A4:47 H2 ?;3@2?2A4 H=A5 <= H:9284:;A Ox 24 <=

9753<4=A42 H25 >;9825 53:@=A4 82442 ?Q?2 H:9284:;A B

Mx (t2)−Mx (t1) = FQ +∑

Fx C !RE

;SMx 9219752A42 <= K3=A4:47 H2 ?;3@2?2A4 H=A5 <= H:9284:;A Ox 8;A42A32 H=A5

<2 @;<3?2 H2 8;A49I<2 M 3A :A54=A4 tT FQ <2 N3O H2 K3=A4:47 H2 ?;3@2?2A4

49=@295=A4 <25 :A429>=825 H3 @;<3?2 H2 8;A49I<2 24

Fx <= 9753<4=A42 H25 >;9825

562O298=A4 539 <2 N3:H2 H=A5 <= H:9284:;A Ox! Mx (t) 56789:4 B

Mx (t) =

ˆ

Ω

(ρhu) (x, y, t) dΩ C !UE

F2 N3O H2 K3=A4:47 H2 ?;3@2?2A4 M 49=@295 <6:A429>=82 Γ 12AH=A4 <= H3972 δt56789:4 B

FQ =

ˆ t2

t1

ˆ

Γ

(

ρhu(−→V

−→n))

(x, y, t) dΓdt C !VWE

,A 789:@=A4 <25 N3O 5;35 <= >;9?2 H25 8;?1;5=A425 53:@=A4 <25 H:9284:;A5 Ox 24

OyT <67K3=4:;A 56789:4 B

FQ =

ˆ t2

t1

ˆ

Γ

(ρhu (unx)) (x, y, t) dΓdt C !VVE

+

ˆ t2

t1

ˆ

Γ

(ρhu (vny)) (x, y, t) dΓdt

Page 60: Modélisation macroscopique des inondations fluviales et urbaines

! "#$%&'() *+ ,-./0&1$'&-2 "-3%0/) 4.56.

07 89:;< =7 >?;<@9@A =7 BC?D7B7<@ =;<E :; =9F7G@9C< Ox E7 @F;=?9@ H;F :IA>?;@9C<

E?9D;<@7 J

ˆ

Ω

[(ρhu) (x, y, t2)− (ρhu) (x, y, t1)] dΩ =

ˆ t2

t1

ˆ

Γ

(ρhu (unx)) (x, y, t) dΓdt+

ˆ t2

t1

ˆ

Γ

(ρhu (vny)) (x, y, t) dΓdt+∑

Fx K*+46L

CM

Fx F7HFAE7<@7 :I9<@ANF;:7 =7E OCFG7E 7P7FGA7E E?F :7 Q?9=7 =;<E :; =9F7G@9C<

Ox H7<=;<@ δt+

! ! "#$%& '( )*%&+#+, '( -.*/(-(&+ '%&0 $% '#1(2+#.&

Oy

.7 :; BRB7 B;<9SF7T :7 Q?P =7 >?;<@9@A =7 BC?D7B7<@ =;<E :; =9F7G@9C< OyEIAGF9@ J

ˆ

Ω

[(ρhv) (x, y, t2)− (ρhv) (x, y, t1)] dΩ =

ˆ t2

t1

ˆ

Γ

(ρhv (unx)) (x, y, t) dΓdt+

ˆ t2

t1

ˆ

Γ

(ρhv (vny)) (x, y, t) dΓdt+∑

Fy K*+4*L

CM

Fy F7HFAE7<@7 :I9<@ANF;:7 =7E OCFG7E 7P7FGA7E E?F :7 Q?9=7 =;<E :; =9F7G@9C<

Oy H7<=;<@ δt+

! !3 "#$%& '(0 4.12(0 %55$#)*,(0 %* 6*#'(

0; FA;:9E;@9C< =I?< 89:;< =7E OCFG7E 7P7FGA7E E?F :7 Q?9=7 H7FB7@ =I7PH:9G9@7F

:7E @7FB7E

Fx 7@

Fy+ 07E OCFG7E GC<E9=AFA7E EC<@ J :7 HC9=ET :; FA;G@9C< =?

OC<=T :7E OCFG7E =7 OFC@@7B7<@E E?F :7 OC<= 7@ :7E OCFG7E =7 HF7EE9C<+ 0; FA;G@9C<

=? OC<= 7E@ CF97<@A7 H7FH7<=9G?:;9F7B7<@ U G7 =7F<97F @;<=9E >?7 :7E GC<@F;9<@7E

=7 G9E;9::7B7<@ U :ICF9N9<7 =7E OCFG7E =7 OFC@@7B7<@ EC<@ CF97<@A7E H;F;::S:7B7<@

;? OC<=+ %C?F G7F@;9<7E ;HH:9G;@9C<ET =I;?@F7E OCFG7E H7?D7<@ AD7<@?7::7B7<@ R@F7

HF9E7E 7< GCBH@7 K9<Q?7<G7 =? D7<@T 7@G+L+

! !"!# $%&'()*+), -, (* ./01, ,2,01%, 3*0 (, 3/4-&

07 HC9=E =? Q?9=7 GC<@7<? =;<E :7 DC:?B7 =7 GC<@FV:7 EI7P7FG7 H;F =AW<9@9C<

D7F@9G;:7B7<@ 7@ D7FE :7 8;ET 9: 7E@ =C<<A H;F J

P =

ˆ

Ω

g (ρh) (x, y, t) dΩ K*+4!L

Page 61: Modélisation macroscopique des inondations fluviales et urbaines

P

Rf

α

gOx Oy

Rf,x Rf,y Ox Oy

Rf,x =

ˆ

Ω

g (ρh) (x, y, t) tanαxdΩ

=

ˆ

Ω

g (ρh) (x, y, t)S0,xdΩ

Rf,y =

ˆ

Ω

g (ρh) (x, y, t) tanαydΩ

=

ˆ

Ω

g (ρh) (x, y, t)S0,ydΩ

αx S0,xOx αy S0,y Oy

Ox Oy

Ff,x =´

Ω−τxdΩ

Ff,y =´

Ω−τydΩ

Page 62: Modélisation macroscopique des inondations fluviales et urbaines

! "#$%&'() *+ ,-./0&1$'&-2 "-3%0/) 4.56.

78 τx 9:;9<=:>?: @A B7>?9AC>?: D: BC=AC@@:E:>? DA>= @A DC9:B?C7> Ox F9:=;:B?CG:5

E:>? τy DA>= @A DC9:B?C7> OyH+ -> E7>?9: IJ: @:= B7>?9AC>?:= D: BC=AC@@:E:>?

;:JG:>? K?9: :=?CE<:= ;A9 L 6M N

τx = ρgRh,xSf,x

τy = ρgRh,ySf,y

F*+4OH

78 Rh,x :? Sf,x 9:;9<=:>?:>? @: 9AP7> QPD9AJ@CIJ: D: @R<B7J@:E:>? :? @A ;:>?:

D: @A @CS>: D: BQA9S: DA>= @A DC9:B?C7> Ox F9:=;:B?CG:E:>? Rh,y :? Sf,y DA>= @A

DC9:B?C7> OyH+ %A9 AC@@:J9=T 7> :=?CE: @A ;:>?: D: @A @CS>: D: BQA9S: DA>= BQABJ>:

D:= DC9:B?C7>= DR<B7J@:E:>? ;A9 :U?:>=C7> D: @A V79EJ@: D: ,A>>C>S51?9CBW@:9 :>

D:JU DCE:>=C7>=+

Sf,x =

√u2 + v2

K2xR

4/3h,x

u

Sf,y =

√u2 + v2

K2yR

4/3h,y

v

F*+4XH

78 Kx 9:;9<=:>?: @: B7:YBC:>? D: 1?9CBW@:9 DA>= @A DC9:B?C7> Ox F9:=;:B?CG:E:>?

Ky DA>= @A DC9:B?C7> OyH+ %7J9 D:= <B7J@:E:>?= >A?J9:@=T C@ :=? 9:@A?CG:E:>?

DCYBC@: D: DC=?C>SJ:9 @:= B7:YBC:>?= D: V97??:E:>? DA>= @:= DCZ<9:>?:= DC9:B?C7>=

D: @R:=;AB:+ .A>= @A =JC?:T @:= ?:9E:= Kx :? Ky =7>? =J;;7=<= CD:>?CIJ:= N Kx =Ky = K+ -> 7[?C:>? D7>B IJ: @:= V79B:= D: V97??:E:>? DA>= @:= DC9:B?C7>= Ox :?

Oy ;:JG:>? =R<B9C9: N

Ff,x = −ˆ

Ω

ρg

√u2 + v2

K2R1/3h,x

udΩ F*+4\AH

Ff,y = −ˆ

Ω

ρg

√u2 + v2

K2R1/3h,y

vdΩ F*+4\[H

! !"!" #$%&'()*(+ ,+% -./0+% ,+ 1/+%%2.*

0:= V79B:= D: ;9:==C7> =RA;;@CIJ:>? ;:9;:>DCBJ@AC9:E:>? AJU C>?:9VAB:= DJ

G7@JE: D: B7>?9]@:+ 0: ;97^@ D:= ;9:==C7>= <?A>? =J;;7=< QPD97=?A?CIJ: F#P;+

*+4HT @A ;9:==C7> _ J>: ;97V7>D:J9 z D7>><: =R<B9C? p(z) = ρgz+ 0RC>?:>=C?< D: @A

V79B: D: ;9:==C7> =R:U:9`A>? =J9 @: aJCD: =J9 @RC>?:9VAB: Γ =R<B9C? A@79= N

Fp =

ˆ

Γ

(

ˆ h(x,y,t)

0

ρgzdz

)

=

ˆ

Γ

(

[

1

2ρgz2

]h(x,y,t)

0

)

=

ˆ

Γ

1

2

(

ρgh2)

(x, y, t) dΓ F*+6bH

Page 63: Modélisation macroscopique des inondations fluviales et urbaines

! ! "#$%&'()* +, -.(-%/%&'() 01

-234 56789:4 9;< =2>?2<7@6;< A7@< 9;< A:4;=6:2@< Ox ;6 Oy A; 97 45<3967@6; A;<

B24=;< A; ?4;<<:2@C :9 =2@D:;@6 A; 4;D;@:4 E 9F5=4:634; D;=624:;99; G

−→Fp = − Fp

−→n H !IJK

'9 ;<6 7924< ?2<<:89; A; B7:4; 7??747L64; 9;< =2>?2<7@6;< A;< B24=;< A; ?4;<<:2@

A7@< =M7N3; A:4;=6:2@ AF;<?7=; G

Fp,x =−→Fp

−→nx = −ˆ

Γ

1

2

(

ρgh2)

(x, y, t)−→n

−→nxdΓ H !II7K

Fp,y =−→Fp

−→ny = −ˆ

Γ

1

2

(

ρgh2)

(x, y, t)−→n

−→nydΓ H !II8K

! !"!# $%&'()*+), -,& ./01,&

,@ =2@<:A547@6 97 >7<<; D293>:N3; ρ =2>>; =2@<67@6; HOP?! !IKC 9;< 45Q

<3967@6;< A;< B24=;< <34 9; D293>; A; =2@64R9; A7@< 9;< A:4;=6:2@< Ox ;6 Oy<F5=4:D;@6 G

Fx = ρ (Rf,x + Ff,x + Fp,x) H !I K

Fy = ρ (Rf,y + Ff,y + Fp,y) H !ISK

! !" #$%&'()*+ +)%+ ,)-./ (*'01-&2/

&236;< 9;< B24=;< 7P7@6 565 :A;@6:T5;<C :9 ;<6 ?2<<:89; A; 455=4:4; 9;< 8:97@< A;

>7<<; ;6 A; N37@6:65 A; >23D;>;@6! U;< 5N376:2@< H !1KC H !JIK ;6 H !J K <2@6

V5@5479;>;@6 5=4:6;< <23< B24>; D;=624:;99; G

ˆ

Ω

ρ [U (t2)−U (t1)] dΩ +

ˆ t2

t1

ˆ

Γ

ρ [Fnx +Gny] dΓdt =

ˆ t2

t1

ρSdt+

ˆ t2

t1

ρSp,xdt+

ˆ t2

t1

ρSp,ydt H !I07K

2W

U =

hhuhv

H !I08K

F =

huhu2

huv

H !I0=K

G =

hvhuvhv2

H !I0AK

Page 64: Modélisation macroscopique des inondations fluviales et urbaines

! "#$%&'() *+ ,-./0&1$'&-2 "-3%0/) 4.56.

S =

0Rf,x + Ff,x

Rf,y + Ff,y

7*+6 89

Sp,x =

0Fp,x

0

7*+6 :9

Sp,y =

00Fp,y

7*+6 ;9

08< =8>?8< <@A>B8 CDDEFGAH< <A> EIFJ=8>:CB8 Γ 7Fp,x 8= Fp,y9 <@J= ;HJH>CE8?8J=

>8;>@ADH< CK8B E8< =8>?8< L8 MAN F 8= G+ %C> CFEE8A><O @J D8A= <F?DEFP8> EIHB>F5

=A>8 7*+6 9 8J LFKF<CJ= DC> EC ?C<<8 K@EA?FGA8 <ADD@<H8 B@J<=CJ=8 7#QD+ *+69 R

ˆ

Ω

[U (t2)−U (t1)] dΩ +

ˆ t2

t1

ˆ

Γ

[Fnx +Gny] dΓdt =

ˆ t2

t1

ˆ

Ω

SdΩdt 7*+6S9

TF8J GA8 E@A>L8< U HB>F>8O B8< HGAC=F@J< <@J= KCECVE8< ?W?8 E@><GA8 E8< KC>FCVE8<

L8 EIHB@AE8?8J= <@J= LF<B@J=FJA8<+ "8==8 HB>F=A>8 8<= CDD8EH8 EC :@>?8 X:CFVE8X

L8< HGAC=F@J< L8 D>@DC;C=F@J+

! !" #$%&'&()*+ ,-. $/0&()*+. 12 -( 32

$PJ L8 B@J<FLH>8> E8< L8AN =QD8< LIHB@AE8?8J= 7AJF5 8= VFLF?8J<F@JJ8E9O @J

BY8>BY8 C >HHB>F>8 E8 <Q<=Z?8 LIHGAC=F@J< 7*+6S9 D@A> BYCGA8 HB@AE8?8J=+ )J

HB>FKCJ= R

ˆ

Ω

UdΩ =

ˆ

Ω1D

U1DdΩ1D +

ˆ

Ω2D

U2DdΩ2D 7*+6[9

8= 8J FL8J=FPCJ= E8< MAN U =>CK8>< E8< FJ=8>:CB8< 8N=H>F8A>8< L8 BYCGA8 <@A<5K@EA?8

L8 B@J=>\E8 7Γ1D 8= Γ2D9O @J >HHB>F= EIHGAC=F@J 7*+6S9 <@A< EC :@>?8 R

ˆ

Ω1D

[U1D (t2)−U1D (t1)] dΩ1D+

ˆ t2

t1

ˆ

Γ1D

[Fnx +Gny] dΓdt =

ˆ t2

t1

ˆ

Ω1D

S1DdΩ1Ddt+

ˆ t2

t1

Tdt 7*+6!C9

ˆ

Ω2D

[U2D (t2)−U2D (t1)] dΩ2D+

ˆ t2

t1

ˆ

Γ2D

[Fnx +Gny] dΓdt =

ˆ t2

t1

ˆ

Ω2D

S2DdΩ2Ddt−ˆ t2

t1

Tdt 7*+6!V9

Page 65: Modélisation macroscopique des inondations fluviales et urbaines

! ! "#$%&'()* +, -.(-%/%&'() 01

23 T4 S1D =[

S1,1 S1,2 S1,3

]T56 S2D =

[

S2,1 S2,2 S2,3

]T75879:

;5<65<6 75;85=6>?5@5<6 A5; 657@5; BC9=DE<F5 5<675 A5; B5GH 9=2GA5@5<6;4 A5 657@5

;2G7=5 ;G7 A5 ;2G;:?2AG@5 B5 =2<67IA5 J+ 56 A5 657@5 ;2G7=5 ;G7 A5 ;2G;:?2AG@5

B5 =2<67IA5 K+ L

S1D =

0Rf,x 1D + Ff,x 1D

Rf,y 1D + Ff,y 1D

=

0

gh1DS0,x 1D − g√

u21D + v21D

K21DR

1/3h,x 1D

u1D

gh1DS0,y 1D − g√

u21D + v21D

K21DR

1/3h,y 1D

v1D

M !K1N

S2D =

0Rf,x 2D + Ff,x 2D

Rf,y 2D + Ff,y 2D

=

0

gh2DS0,x 2D − g√

u22D + v22D

K22DR

1/3h,x 2D

u2D

gh2DS0,y 2D − g√

u22D + v22D

K22DR

1/3h,y 2D

v2D

M ! ON

S1D,2 56 S1D,3 75879;5<65<6 A5; =2@82;E<65; B5 AE 79E=6>2< BG P2<B 56 B5; P27=5;

B5 P72665@5<6 75;85=6>?5@5<6 ;G>?E<6 ACEH5 Ox 56 ACEH5 Oy! -E7 DQ826DR;54 AE

85<65 BG P2<B 5;6 EA>F<95 E?5= ACEH5 BG =E<EA J+ MSQ8! !TN U AE =2@82;E<65 B5

AE 79E=6>2< BG P2<B BE<; AE B>75=6>2< 67E<;?57;EA5 V ACEH5 BG =E<EA J+ 5;6 8E7

=2<;9WG5<6 <GAA5! +E<; A5 79P975<6>5A R′

(

O;x′

; y′

; z)

B9X<> V AE XFG75 !K4 A5

?5=65G7 B5; 657@5; ;2G7=5 82G7 AC9=2GA5@5<6 G<>B>@5<;>2<<5A 85G6 B2<= ;C9=7>75

;2G; AE P27@5 L

S′

1D =

0

ghS0,x′ − g

(u′)2+ (v′)

2

K2R1/3

h,x′

u′

−g

(u′)2+ (v′)

2

K2R1/3

h,y′

v′

M ! JN

! !" #$%&'()*+ +)%+ ,)-./ 0(12-/*'(/33/

(< =D57=D5 V 96EYA>7 AE P27@5 B>Z975<6>5AA5 B5; 9WGE6>2<; M !K[N 82G7 =DEWG5

;2G;:?2AG@5 B5 =2<67IA5!

! !"!# $%&'()*+, #-

\C9=7>6G75 B5; 9WGE6>2<; B5 8728EFE6>2< G<>B>@5<;>2<<5AA5; PE>6 E885A EGH

DQ826DR;5; ;G>?E<65; M?2>7 ]>FG75 !TN L

^ SQ8! !_ L AE AE7F5G7 B5 AC9A9@5<6 5;6 PE>YA5 B5?E<6 ;E A2<FG5G7 L dΩ1D ≈bdx

Page 66: Modélisation macroscopique des inondations fluviales et urbaines

! "#$%&'() *+ ,-./0&1$'&-2 "-3%0/) 4.56.

7 #89+ *+: ; <=>?@A<BCBDE BFE ADGHGCBDFG@DDB< ; Fnx +Gny = F′

nx′

7 #89+ *+I ; <BF JAK F@DE ?@DFELDEF <B <@DM HB ?NLOAB FB?EG@D BD EPLQBPF HB

<=>?@A<BCBDE ;

´

Γ1D(x′)F′

(

x′

)

dΓ ≈(

bF′

)(

x′

)

"@C9EB EBDA HBF N89@ENRFBF ?G5HBFFAFS <=>OALEG@D T*+6ILU F=>?PGE ;

ˆ x′

2

x′

1

b [U1D (t2)−U1D (t1)] dx′

+

ˆ t2

t1

[(

bF′

)(

x′

2

)

−(

bF′

)(

x′

1

)]

dt =

ˆ t2

t1

ˆ x′

2

x′

1

(

bS′

1D

)

dx′

dt+

ˆ t2

t1

Tdt T*+*6U

)D FA99@FLDE OAB <BF QLPGLV<BF H=>?@A<BCBDE F@DE ?@DEGDABF BE H>PGQLV<BF FAP

<=><>CBDE ADGHGCBDFG@DDB<S G< BFE 9@FFGV<B HB P>L<GFBP AD H>QB<@99BCBDE BD F>PGB

HB 'L8<@P LA 9PBCGBP @PHPB ;

limt1→t2

[U1D (t2)−U1D (t1)] ≈ˆ t2

t1

∂U1D

∂tdt T*+**U

limx′

1→x′

2

[(

bF′

)(

x′

2

)

−(

bF′

)(

x′

1

)]

≈ˆ x

2

x′

1

∂bF′

∂x′dx

T*+*WU

0B 9LF H=BF9L?B >ELDE ?@DFGH>P> ?@CCB GDXDGCBDE 9BEGES <=>OALEG@D T*+*6U 9BAE

L<@PF FB P>>?PGPB F@AF <L Y@PCB FAGQLDEB ;

ˆ x′

2

x′

1

ˆ t2

t1

∂bU1D

∂tdtdx

+

ˆ t2

t1

ˆ x′

2

x′

1

∂bF′

∂x′dx

dt =

ˆ t2

t1

ˆ x′

2

x′

1

(

bS′

1D

)

dx′

dt+

ˆ t2

t1

ˆ x′

2

x′

1

T′

udx′

dt T*+*ZU

@[ Tu PB9P>FBDEB <L CLEPG?B HBF EBPCBF H=>?NLDMB BDEPB <BF >?@A<BCBDEF ADG5 BE

VGHGCBDFG@DDB< 9LP ADGE> HB <@DMABAP HA Q@<ACB 4.+ 0BF HAP>BF BE <BF <@DMABAPF

>ELDE GDXDGCBDE 9BEGEBFS G< BFE 9@FFGV<B HB FA99PGCBP <BF GDE>MPL<BF 9@AP >ELV<GP <L

Y@PCB HG\>PBDEGB<<B HBF >OALEG@DF HB 9P@9LMLEG@D FAP <B F@AF5Q@<ACB HB ?@DEP]<B

4. ;

∂bU1D

∂t+∂bF

∂x′= bS1D +T

u T*+* U

0BF QB?EBAPF U1DS F′

BE S1D F@DE M>D>PL<BCBDE PBY@PCA<>F BD YLGFLDE GD5

EBPQBDGP <B H>VGE ADGELGPB 9<AE]E OAB <L QGEBFFB HB <=>?@A<BCBDE+ "NLOAB QB?EBAP

HB T*+* U F=>?PGE L<@PF ;

U′

1D =

h1Dq1Dr1D

T*+*:LU

Page 67: Modélisation macroscopique des inondations fluviales et urbaines

! ! "#$%&'()* +, -.(-%/%&'() 01

F′

=

q1Dq21Dh1D

+1

2g.h21D

q1Dr1Dh1D

2 ! 345

S′

1D =

0

gbh1D

S0,x′ −√

q21D + r21D

h21DK2R

1/3

h,x′

q1D

gbh1D

−√

q21D + r21D

h21DK2R

1/3

h,y′

r1D

2 ! 365

T′

u = Pr +Te 2 ! 375

=

Pr,1

Pr,2

Pr,3

+

Te,1

Te,2

Te,3

89 Pr :;< =: >:6<:?@ 7:; A8@6:; 7: B@:;;C8D EBB=CF?G:; ;?@ =: H?C7: E? DC>:E?

7:; CD<:@AE6:; CD<G@C:?@:; :< Te =:; <:@I:; 7JG6KEDL: :D<@: =:; G68?=:I:D<; ?DCM

:< 4C7CI:D;C8DD:=! NE B@:ICO@: 68IB8;ED<: 7: Pr 68@@:;B8D7ED< P =JGF?E<C8D

7: 68D;:@>E<C8D 7: =E IE;;: ;?@ =: >8=?I: 7: 68D<@Q=: ?DC7CI:D;C8DD:=R =: 4C=ED

7:; A8@6:; EBB=CF?G:; ;?@ =: H?C7: DJCD<:@>C:D< BE; :< 6:<<: 68IB8;ED<: :;< 78D6

D?==: S

Pr,1 = 0 2 ! T5

Pr,2 :< Pr,3 B:?>:D< U<@: 7G<:@ICDG; :D 68D;C7G@ED< ?D G68?=:I:D< CII84C=:!

+ED; 6: 6E;R =:; <:@I:; 7: H?V :D<@: =:; 7:?V G68?=:I:D<; ;8D< D?=;R 7: IUI:

F?: =E >C<:;;: 7: =JG68?=:I:D< ?DC7CI:D;C8DD:= S

∂bF′

∂x′= S

1D +T′

u

∂x′

01

2gbh21D

0

=

0gbh1DS0,x′

0

+

0Pr,2

Pr,3

+

000

2 ! W5

N:; <:@I:; Pr,2 :< Pr,3 B@:DD:D< 78D6 =:; :VB@:;;C8D; ;?C>ED<:; S

Pr,2 =∂

∂x′

(

1

2gbh21D

)

− gbh1DS0,x′ 2 !XY5

Pr,3 = 0 2 !X15

,D :VB=C6C<ED< =:; <:@I:; 7: Pr,2R 8D 84<C:D< S

Pr,2 = gbh1D∂h1D∂x′

+1

2gh21D

∂b

∂x′+ gbh1D

∂zb

∂x′2 !XZ5

Page 68: Modélisation macroscopique des inondations fluviales et urbaines

! "#$%&'() *+ ,-./0&1$'&-2 "-3%0/) 4.5!.

)6 789:86; 8<<8=8>;=? @ABC8@9;B h = z − zbD 9@ E9?6; F

Pr,2 = gbh1D∂ (z1D − zb1D

)

∂x′+1

2gh21D

∂b

∂x′+ gbh1D

∂zb1D

∂x′G*+H*I

= gbh1D∂z1D∂x′

− gbh1D∂zb1D

∂x′+1

2gh21D

∂b

∂x′+ gbh1D

∂zb1D

∂x′

0ABJKL@?M?6; B;86; 9MMKN9@?D @8 :L=78J? @9N=? ?:; OK=9PK6;8@? ?; QK6J

∂z1D∂x′

= 0+

Pr,2 <=?6Q QK6J @A?R<=?::9K6 :L9E86;? F

Pr,2 =1

2gh21D

∂b

∂x′G*+HHI

0? J8@JL@ Q?: JKM<K:86;?: Q? @8 M8;=9J? Te :?=8 <=B:?6;B 8L JO8<9;=? H+

! !"!# $%&'()*+, #-

-6 <=B:?6;? 9J9 @?: BSL8;9K6: :KL: 7K=M? Q9TB=?6;9?@@? Q86: @? J8: QAL6 EK@LM?

Q? JK6;=U@? ?6 JKK=QK66B?: J8=;B:9?66?:+

.86: @? J8: KV 9@ 6AW 8 <8: QABJKL@?M?6; 4.D @ABSL8;9K6 G*+!XNI <?L; :?

=BBJ=9=? F

ˆ x2

x1

ˆ y2

y1

[U2D (t2)−U2D (t1)] dydx+

ˆ t2

t1

ˆ y2

y1

[F2D (x2)− F2D (x1)] dydt+

ˆ t2

t1

ˆ x2

x1

[G2D (y2)−G2D (y1)] dxdt =

ˆ t2

t1

S2Ddt G*+HYI

0?: E8=98N@?: Q? @ABJKL@?M?6; B;86; :L<<K:B?: JK6;96L?: ?; QB=9E8N@?: :L= JO8SL?

:KL:5EK@LM? Q? JK6;=U@?D 9@ ?:; <K::9N@? Q? =B8@9:?= L6 QBE?@K<<?M?6; ?6 :B=9? Q?

'8W@K= F

ˆ x2

x1

ˆ y2

y1

ˆ t2

t1

∂φU2D

∂tdtdydx+

ˆ t2

t1

ˆ y2

y1

ˆ x2

x1

∂F2D

∂xdxdydt+

ˆ t2

t1

ˆ x2

x1

ˆ y2

y1

∂G2D

∂ydydxdt =

ˆ t2

t1

S2Ddt G*+H I

)6 JK6:9QB=86; SL? @?: Q9M?6:9K6: QL EK@LM? Q? JK6;=U@? ?; SL? @8 QL=B? QA965

;BC=8;9K6 :K6; 96Z69;B:9M8@?:D @ABSL8;9K6 G*+H I :ABJ=9; F

∂U2D

∂t+∂F2D

∂x+∂G2D

∂y= S2D G*+H[8I

Page 69: Modélisation macroscopique des inondations fluviales et urbaines

! ! "#$%&'()* +, -.(-%/%&'() 0

12

U2D =

h2Dq2Dr2D

3 !4567

F2D =

q2Dq22Dh2D

+1

2gh22D

q2Dr2Dh2D

3 !4587

G2D =

r2Dq2Dr2Dh2D

r22Dh2D

+1

2gh22D

3 !4597

S2D =

0

gh2D

(

S0,x −√

q22D + r22D

h22DK2R

1/3h,x

q2D

)

gh2D

(

S0,y −√

q22D + r22D

h22DK2R

1/3h,y

r2D

)

3 !45:7

;<=>?@AB1C 3 !457 :DA 8:EE: >?B :DA F=D1E?: G1?F E:D H@BEE:D 9: 8@E8?E 6B9BH:CI

DB1CC:EE:D C1C 81?GE=:D J 9:D H@BEE:D ?CB9BH:CDB1CC:EE:D! K:D =>?@AB1CD 81FF:DI

G1C9:CA @?L =>?@AB1CD 6B9BH:CDB1CC:EE:D 8E@DDB>?:D 9: *@BCAIM:C@CA!

+@CD E: 8@D 12 ?C =81?E:H:CA ?CB9BH:CDB1CC:E AF@N:FD: E: N1E?H: 9: 81CAFOE:P

E<=81?E:H:CA 6B9BH:CDB1CC:E C<188?G: G@D E<:CD:H6E: 9: 8: N1E?H:! (C F=@EBD:

E<@C@E1QB: @N:8 E@ G1F1DBA= 9=8FBA: 9@CD R4ST :A 1C BCAF19?BA ?C A:FH: 9: G1F1DBA=

F:GF=D:CA@CA E: U@BA >?: E<:CD:H6E: 9? N1E?H: 9: 81CAFOE: C<:DA G@D 9BDG1CB6E:

G1?F E<=81?E:H:CA 6B9BH:CDB1CC:E! ;@ G1F1DBA= :DA 9=VCB: G@F E: F@AB1 9: E@ D?FI

U@8: :C GE@C 9BDG1CB6E: G1?F E<=81?E:H:CA 36B9BH:CDB1CC:E7 D?F E@ D?FU@8: :C GE@C

A1A@E: 9? N1E?H: 9: 81CAFOE:! ,C BCAF19?BD@CA 9@CD 3 !45@7 E: A:FH: 9: G1F1DBA=P

E:D A:FH:D 9<=8W@CQ: :CAF: E:D =81?E:H:CAD 3>?B D1CA C=8:DD@BF:H:CA 1GG1D=D

@?L A:FH:D Te @GG@F@BDD@CA 9@CD E<=>?@AB1C G1?F E<=81?E:H:CA ?CB9BH:CDB1CI

C:E 3 ! 077 :A E:D U1F8:D 9: GF:DDB1C D<:L:FX@CA E: E1CQ 9:D BCA:FU@8:D BCA=FB:?F:DP

BE @GG@F@YA Z

∂U2D

∂t+∂F2D

∂x+∂G2D

∂y= S2D −Te 3 !4[@7

12

U2D =

φh2Dφq2Dφr2D

3 !4[67

F2D =

φq2D

φq22Dh2D

+1

2gφ.h22D

φq2Dr2Dh2D

3 !4[87

Page 70: Modélisation macroscopique des inondations fluviales et urbaines

! "#$%&'() *+ ,-./0&1$'&-2 "-3%0/) 4.56.

G2D =

φr2D

φq2Dr2Dh2D

φr22Dh2D

+1

2gφ.h22D

7*+!89:

S2D =

0

gφh2D

(

S0,x −√

q22D + r22D

h22DK2R

1/3h,x

q2D

)

+1

2gh22D

∂φ

∂x

gφh2D

(

S0,y −√

q2 + r2

h2K2R1/3h,y

r2D

)

+1

2gh22D

∂φ

∂y

7*+!8;:

0< 9=>?@A@B? 9;C D<E@<FG;C 9<?C 7*+!H: ?I;CA J<C KB?AE<9@KAB@E; <D;K 7*+!8: JL@C5

MLI;GG; KBEE;CJB?9 <L K<C J<EA@KLG@;E φ = 1+ &G <JJ<E<NA 9B?K ML; G;C =ML<A@B?C

JBLE GI=KBLG;O;?A F@9@O;?C@B??;G B?A G< OPO; QBEO;R MLI@G S <@A BL ?B? L? =KBL5

G;O;?A L?@9@O;?C@B??;G CLE G; DBGLO; 9; KB?AETG;+ )? ;U;AR @?AEB9L@E; φ = 1 ;A

T′

e = 0 9<?C G;C =ML<A@B?C 7*+!8: Q<@A <JJ<E<NAE; G;C =ML<A@B?C 7*+!H:+ )? @?A=5

VE<?A G;C A;EO;C φ ;A b 9<?C G< 9=>?@A@B? 9;C O<AE@K;CR B? BFA@;?A JBLE GI=KBLG;5

O;?A L?@9@O;?C@B??;G W

∂U1D

∂t+∂F1D

∂x= S1D +Te 7*+!X<:

U1D =

bh1Dbq1Dbr1D

7*+!XF:

F1D =

bq1D

bq21Dh1D

+1

2gb.h21D

bq1Dr1Dh1D

7*+!XK:

S1D =

0

gbh1D

S0 −√

q21D + r21D

h21DK2R

1/3

h,x′

q1D

+1

2gh21D

∂b

∂x

−gb√

q21D + r21D

h1DK2R1/3

h,y′

r1D

7*+!X9:

0I=KE@ALE; 9; 7*+!8: ;A 7*+!X: KBEE;CJB?9 <L A;EO; T′

e JEYC <LZ =ML<A@B?C [

JBEBC@A= 9=OB?AE=;C 9<?C \!4]+ -? J;LA OB?AE;E ML; K;C CSCAYO;C 9I=ML<A@B?C

CB?A 9;C CSCAYO;C ^SJ;EFBG@ML;C 9; GB@C 9; KB?C;ED<A@B? \6H]+

Page 71: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$$%#&'(#) *)+ +,+'-.)+ */$0(1'&23+ *13+ 4)

#$5$#)3'&)4 *) 4/&3')#51%) 67

!" #$$%&'()&* +*, ,-,(./*, +0$1)2('34, +24, 5*

&$6$&*4('*5 +* 50'4(*&62%*

4/89:;< => ?@<?9< =AB><8CCA 9:;<;D@E: </@CCF8?G> @9H B8<9I>D JE;D C89F FAK

D89=F> L !"MN >: L !"ONP <@ =AJE;:;8E => I@;<<>D => ?@<?9< =@ED <> C<@E G8F;Q8E:@<

(O;x; y) >D: EA?>DD@;F>! 4@ IA:G8=8<8R;> => I@;<<@R> => <@ Q8E> =/A:9=> D>F@

CFAD>E:A> S <@ D>?:;8E "!T! 4>D AU9@:;8ED => CF8C@R@:;8E D8E: =;D?FA:;DA>D D9F <>D

I@;<<>D => ?@<?9< @;ED; 8V:>E9>D! WXXY @ I8E:FA U9/;< A:@;: C8DD;V<> =/>D:;I>F <>

Z9H S :F@B>FD ?G@U9> ;E:>F[@?> C@F <@ FAD8<9:;8E =/9E CF8V<\I> => #;>I@EE =@ED

<@ =;F>?:;8E E8FI@<> S </;E:>F[@?>!

2E ?G>F?G> =8E? S A:@V<;F <> D]D:\I> =/AU9@:;8ED AU9;B@<>E: S L !"ON L89

S L !"MNN =@ED <> FA[AF>E:;>< @DD8?;A S </;E:>F[@?>! +; Pi,j >D: <@ I@:F;?> => C@DD@R>

=9 FA[AF>E:;>< R<8V@< @9 FA[AF>E:;>< @DD8?;A S </;E:>F[@?> @<8FD ^

U′′

= P−1i,j U

φh

φhu′′

φhv′′

= P−1i,j

φhφhuφhv

L !7_N

8` U′′

>D: <> B>?:>9F =>D B@F;@V<>D ?8ED>FBA>D A?F;: =@ED <> FA[AF>E:;>< @DD8?;A

S </;E:>F[@?>! *@ED ?> FA[AF>E:;><P <>D ?8IC8D@E:>D =9 B>?:>9F B;:>DD> D/A?F;B>E:

LB8;F 5;R9F> !6N ^

u′′

= u cosα+ v sinα

v′′

= −u sinα+ v cosαL !7aN

b89F </A?89<>I>E: 9E;=;I>ED;8EE>< ?8II> C89F </A?89<>I>E: V;=;I>ED;8EE><P

<@ I@:F;?> => C@DD@R> P−1

D/A?F;: =8E? ^

P−1 =

1 0 00 cosα sinα0 − sinα cosα

L !7XN

8E >E =A=9;: </A?F;:9F> => P ^

P =

1 0 00 cosα − sinα0 sinα cosα

L !7 N

1CF\D F8:@:;8E =@ED <> FA[AF>E:;>< @DD8?;A S </;E:>F[@?>P <>D D]D:\I>D =/AU9@K

:;8ED L !"MN >: L !"ON D> FAD9I>E: S =>D D]D:\I>D 9E;=;I>ED;8EE><D => <@ [8FI> ^

∂U′′

∂t+∂F

′′

∂x′′= S

′′ ±T′′

e L !7"N

8` ^

U′′

=

φh

φhu′′

φhv′′

=

φh

φq′′

φr′′

L !77@N

Page 72: Modélisation macroscopique des inondations fluviales et urbaines

!"#$%&'( )* +,-./%0#&%,1 !,2$/.( 3-45-

u’

u’’

v’’

Li,j

v’

n

α’

Axe du canal 1D

V

u

v

α’’

!"

u

u’’

v’’Li,j

v

n

α’’

V

#"

!"#$% )* 6 '7879:;<=:> >=7 ? >@=;<:98AB:

F′′

=

φq′′

φq′′2

h+1

2gφh2

φq′′

r′′

h

C)*DDEF

S′′

=

0

gφh(

S0,x′′ − Sf,x′′

)

+1

2gh2

∂φ

∂x′′

0

C)*DDBF

/A 97GH>I<=H; J: B:G GKG<LM:G J@7NIA<=H;G AI ;=O:AI J: >@=;<:98AB: :;<9: J:IP

MA=>>:G J: BA>BI> Q:9M:< J: J7<:9M=;:9 >:G RIP NI= >A <9AO:9G:;<*

# QA9<=9 J:G E=>A;G J: MAGG: :< J: NIA;<=<7 J: MHIO:M:;<S => :G< QHGG=E>:

J@7<AE>=9 >:G 7NIA<=H;G J: Q9HQATA<=H; J:G 7BHI>:M:;<G I;=4 :< E=J=M:;G=H;;:>*

U=:; NI: >:G 7NIA<=H;G GH=:;< J=V79:;<:GS :; >:G 977B9=OA;< JA;G >: 97879:;<=:>

AGGHB=7 ? >@=;<:98AB: :;<9: J:IP MA=>>:G J: BA>BI>S H; MH;<9: NI@:>>:G G@7B9=O:;<

<HI<:G J:IP GHIG >A MWM: 8H9M:* /A 97GH>I<=H; J: B:G 7NIA<=H;G QHI99A JH;B G:

8A=9: QA9 I;: M7<XHJH>HT=: I;=NI: COH=9 !XAQ=<9: YF*

Page 73: Modélisation macroscopique des inondations fluviales et urbaines

!"#$%&' (

!"#$%&'#( )*" !+%,&'#(" )*

-.#-,/,&'#( -,. $, 0!&1#)*

)*" 2#$%0*" 3('"

!""#$%&

!" #$%&'()*+, -, './&$0)(&1 ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! 23

!4 5./&$0)(&1 -, $6 76')(, 8&1/,'96)(9, -,/ .:06)(&1/ ! ! ! ! ! 24

!"!# $%&'()*+,%- .*&*.+/&,0+,1(2 ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! 34

!"!" 5-+/6&*+,%- )2 )%-6 720 .*&*.+/&,0+,1(20 ! ! ! ! ! ! ! ! ! ! ! ! ! 38

!"!4 9*).() 7( :2.+2(& ;(< F = )>,-+2&?*.2 ! ! ! ! ! ! ! ! ! ! ! ! ! ! 33

!"!4!# @0+,'*+,%- 7( +2&'2 0%(&.2 ! ! ! ! ! ! ! ! ! ! ! ! ! ! 33

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∂x0

S*+*8U

.@ =9 LCELE=9 89 :>;:<;9C ;9 M<N O ;JB@A9CD>:9 9@AC9 89<N F>B;;9= 89 :>;:<; L>C ;>

CK=E;<ABE@ 8J<@ LCEI;QF9 89 (B9F>@@+ 29<N >LLCE:Z9= =9@=BI;9F9@A 8B^KC9@A9=

9NB=A9@A ] :>;:<;9C ;> G>;9<C 89= G>CB>I;9= :E@=9CGK9= U L<B= 9@ 8K8<BC9 ;> G>;9<C

8< M<N F E< :>;:<;9C 8BC9:A9F9@A ;9 M<N O ;JB@A9CD>:9+ /> LC9FBQC9 >LLCE:Z9

@K:9==BA9 AE<A9DEB= 8J9=ABF9C ;> G>;9<C 89 :Z>R<9 L>C>FQAC9 S:EA9 8< DE@8 9A

LECE=BAKU >< @BG9>< 89 ;JB@A9CD>:9+ /J9=ABF>ABE@ 89 :9AA9 G>;9<C 8EBA WAC9 D>BA9

Page 79: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$%&'()*&+ ,- '. /.#)*- 0&+%-#1.)*1- ,-% $2(.)*&+%34

UL

Etat Gauche

U*

UR

Zone intermédiaire

d’état constant

Etat DroitOnde de

raréfaction

Onde de

raréfaction

x

x

t

U

∆t

λ1,L

λ*

1λ*

3,R

!"#$% !" 5 %6789687: ;8<<=;>: ?: @A ;=@86B=C <=87 @: ?>D:@=<<:E:C6 ?8 ;=@F

D:87 ?G>6A6 A<<7=9H>! IA86 J %6789687: ?: @A ;=@86B=C K LA; J %6789687: ?: @A

9=CMN87A6B=C ?G=C?: ?AC; @G:;<A9: ?:; <HA;:;

<A7 @: OBAB; ?G8C: P=C96B=C ?><:C?AC6 ?:; DA@:87; ?AC; @:; EAB@@:; ?: 9A@98@

;><A7>:; <A7 @GBC6:7PA9:! 'A ?>6:7EBCA6B=C ?: 9:66: P=C96B=C :;6 7:@A6BD:E:C6

?>@B9A6: ?AC; @A E:;87: =Q @A DA@:87 ?: 9HAR8: <A7AES67: T @GBC6:7PA9: CGA <A; ?:

;BNCBM9A6B=C <HU;BR8:! 'A ;:9=C?: E>6H=?: ;:7A ?=C9 <7BDB@>NB>:! ,G8C <=BC6 ?:

D8: A@N=7B6HEBR8:V @A 7>;=@86B=C ?:; W8X T 67AD:7; 8C: BC6:7PA9: :;6 7>A@B;>: <A7

@: OBAB; ?G8C ;=@D:87 ?: #B:EACC ?G>6A6 A<<7=9H> ?=C6 @A E>6H=?=@=NB: ?: 9A@98@

:;6 <7>;:C6>: T @A ;:96B=C !"!4! 0: ;=@D:87 A >6> C=EE> Y ;=@D:87 /=7.% Z <=87

Y !"!#$%& '(("!)$*+%, -%+%, #!./," Z! 'A ;6789687: ?: @A ;=@86B=C :;6 OA;>: ;87

@GHU<=6HS;: ?: ?:8X =C?:; ?: 7A7>PA96B=C ;><A7AC6 8C: [=C: ?G>6A6 9=C;6AC6 ?:;

>6A6; NA89H: :6 ?7=B6 ?8 <7=O@SE: ?: #B:EACC \D=B7 ]BN87: !"^!

!"!# $%&'()*+,%- .*&*.+/&,0+,1(2

'G>R8A6B=C ?: 9=C;:7DA6B=C \ ! A^ :;6 E8@6B<@B>: T NA89H: <A7 @A EA67B9:

_A9=OB:CC: A J

A∂U

∂t+A

∂F

∂x= AS0 \ !`^

Page 80: Modélisation macroscopique des inondations fluviales et urbaines

!

"#$%&'() !* (+,-./'&-0 1), +2/$'&-0, 1) %(-%$3$'&-0 %$(

.$ 4+'#-1) 1), 5-./4), 6&0&,

78 A 9:; <= >=;?@A9 B=A7C@9DD9 EFGD@9 H=? I

A =∂F

∂U=

0 1 0c2 − u2 2u 0−uv v u

J!*KL

78 c 9:; <= M@;9::9 E9 H?7H=N=;@7D E9: 7DE9: E9 H?9::@7D E=D: <O9=P =P ?9H7: I

c =

[

d

dh

(

gh2

2

)]1/2

= (gh)1/2 J!* L

)D ?9>H<=Q=D; A H=? :7D 9RH?9::@7D J!*KLS <OFTP=;@7D J!*UL H9P; V;?9 FA?@;9 :7P:

<= W7?>9 I

∂F

∂t+A

∂F

∂x= AS0 J!*XL

"9;;9 FA?@;P?9 A7??9:H7DE Y <= W7?>9 A=?=A;F?@:;@TP9 E9 J!*!=L FA?@;9 =M9A <9

M9A;9P? ZPR*

.= >=;?@A9 Λ E9: M=<9P?: H?7H?9: E9 S <= >=;?@A9 ! E9: M9A;9P?: H?7H?9:

E9 9; <= >=;?@A9 @DM9?:9 E9 ! :7D; EFGD@9: H=? I

Λ =

u− c 0 00 u 00 0 u+ c

K =

1 0 1u− c 0 u+ cv 1 v

K−1 =

1

2c

u+ c −1 0−2cv 0 2c−(u− c) 1 0

J!*[L

.9: AF<F?@;F: EO7DE9 A7??9:H7DE9D; =PR M=<9P?: H?7H?9: E9 <= >=;?@A9 B=A7C@9DD9

9; :7D; E7DA E7DDF9: H=? I

λ1 = u− cλ2 = uλ3 = u+ c

J!*\]L

.OFTP=;@7D J!*XL 9:; >P<;@H<@F9 Y N=PA^9 H=? K−1

I

K−1 ∂F

∂t+K

−1A∂F

∂x= K

−1AS0 J!*\\L

)D @D;?7EP@:=D; <= >=;?@A9 @E9D;@;F JId = KK−1

L E=D: J!*\\LS @< 9:; H7::@C<9 E9

W=@?9 =HH=?=_;?9 Λ = K−1

AK I

K−1 ∂F

∂t+ΛK

−1 ∂F

∂x= ΛK

−1S0 J!*\`L

Page 81: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$%&'()*&+ ,- '. /.#)*- 0&+%-#1.)*1- ,-% $2(.)*&+%34

'5 67858976 dW = K−1dF :;<=;8 >; <??@<9<; A !B"C D7ED F5 G7<=; H

∂W

∂t+Λ

∂W

∂x= ΛS

A !BIC

7J F; 8;<=; D7E<@; S′

;D8 >?K69 :5< H

S′

= K−1

S0 A !B C

';D L;@8;E<D dW ;8 S′

D768 :5< @76D?ME;68 >766?D :5< F;D ;N:<;DD976D H

dW =1

2c

λ3dF1 − dF2−2cvdF1 + 2cdF3−λ1dF1 + dF2

, S′

=1

2c

−S00S0

A !B4C

7J Fk=(1,2,3) @7<<;D:76> O F5 keme@7=:7D568; >E L;@8;E< F ;8 7J S0 @7<<;D:76>

O F5 >;EN9P=; @7=:7D568; >E L;@8;E< S0! 'Q?ME58976 A !BIC ;D8 ?ME9L5F;68; 5EN

<;F58976D >9R?<;689;FF;D DE9L568;D H

dWk

dt= λkS

k pourdx

dt= λk, k = 1, ..., 3 A !BSC

7J FQ96>9@; k @7<<;D:76> O F5 keme @7=:7D568; >;D L;@8;E<D >; FQ?ME58976 A !BIC

;8 7J H

dWk =3∑

l=1

K−1l,k dFl A !B3C

7J K−1l,k ;D8 F5 L5F;E< O F5 leme @7F766; ;8 O F5 keme F9T6; >; F5 =58<9@; K−1

;8

Fl ;D8 F5 leme

@7=:7D568; >E L;@8;E< UEN F! %9 F; L;@8;E< dW :;E8 V8<; 968?T<?

5F7<D F;D Wk D768 F;D 96L5<9568D >E :<7WFP=; >; #9;=566!

!"!" #$%&'()%*+$ ,- ,+$' .-/ 0)()0%&(*/%*12-/

*F 5 ?8? =768<? ME; FQ968?T<58976 >; dW 6; :;E8 @76>E9<; O >;D 96L5<9568D

>; #9;=566 96>?:;6>568D D5EG >56D @;<8596D @5D :5<89@EF9;<D A:5< ;N;=:F; :7E<

F;D DXD8P=;D 2× 2 >; F79D >; @76D;<L58976DC YISZ! '5 =?8[7>; :<?D;68?; @9\5:<PD

;D8 :5< @76D?ME;68 W5D?; DE< F5 G7<=EF58976 T?6?<5F; A !BSC!

/7E< ;D89=;< F; UEN Fn+1/2

i,j ] FQ?ME58976 A !BSC >798 V8<; 968?T<?; ;68<; F; :7968

M(

xi+1/2, tn+1/2)

;8 F; :9;> Ak >; F5 keme @5<5@8?<9D89ME; :5DD568 :5< M H

dx/dt = λk AL79< ^9TE<; !IC! -6 G59D568 FQ[X:78[PD; ME; F5 @?F?<98? >Q76>; λk

;D8 @76D8568; DE< F; :5D >; 8;=:D >; @5F@EF] FQ968?T<58976 >; FQ?ME58976 A !BSC

@76>E98 O H

ˆ M

Ak

dWk =

ˆ tn+1/2

tn

λkS′

kdt ≈∆t

2λkS

k, k = 1, 2, 3 A !B_C

Page 82: Modélisation macroscopique des inondations fluviales et urbaines

!

"#$%&'() *+ (,-./0'&.1 2)- ,30$'&.1- 2) %(.%$4$'&.1 %$(

/$ 5,'#.2) 2)- 6./05)- 7&1&-

!"#$% *+8 9 -:;<=> ?@ ?<ABCDCEB ?F :;@=CB ?GCBD<HI>DCEB J@ JEBH ?@K :>I>:D<L

ICKDCMF@K+

EN S′

k @KD J> =EO@BB@ ?@ S′

k J@ JEBH ?F :;@=CB ?GCBD<HI>DCEB+ )B KFPKDCDF>BD Q*+R S

?>BK Q*+RTSU EB EPDC@BD V

ˆ M

Ak

3∑

l=1

K−1l,k dFl =∆t

2λkS

k, k = 1, 2, 3 Q*+RWS

/@K :E@X:C@BDK ?@ J> =>DIC:@ K−1

KEBD @FY >FKKC KFZZEK<K :EBKD>BDK J@ JEBH ?@K

:>I>:D<ICKDCMF@K [*\]+ /@K :E@X:C@BDK ?@ J> keme JCHB@ ?@ J> =>DIC:@ KEBD ?EB:

:>J:FJ<K ^ Z>IDCI ?@K _>J@FIK ?>BK J> :@JJFJ@ ?>BK J>MF@JJ@ @KD KCDF< J@ ZC@? Ak ?@

J> keme :>I>:D<ICKDCMF@ V

K−1l,k =

K−1l,k (UL) si λk > 0

K−1l,k (UR) si λk < 0Q*+\`S

2>BK J> =@KFI@ EN J@K :E@X:C@BDK ?@ J> =>DIC:@

−1@D J@K λk KEBD KFZZEK<K aDI@

:EBKD>BDK J@ JEBH ?F :;@=CB ?GCBD<HI>DCEBU JG<MF>DCEB Q*+RWS Z@FD aDI@ <:ICD@ KEFK

J> bEI=@ V

ˆ M

Ak

3∑

l=1

K−1l,k dFl ≈3∑

l=1

K−1l,k

ˆ M

Ak

dFl =∆t

2λkS

k, k = 1, 2, 3 Q*+\RS

@D Z>I :EBK<MF@BD V

3∑

l=1

K−1l,k (Fl,M − Fl,Ak) =

∆t

2λkS

k, k = 1, 2, 3 Q*+\\S

EN Fl,M @D Fl,AkI@ZI<K@BD@BD J> leme :E=ZEK>BD@ ?F _@:D@FI F I@KZ@:DC_@=@BD

@B M @D @B Ak+ Ak @KD KCDF< ?F :cD< H>F:;@ ?@ JGCBD@Ib>:@ MF>B? λk @KD ZEKCDC_@

Page 83: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$%&'()*&+ ,- '. /.#)*- 0&+%-#1.)*1- ,-% $2(.)*&+%33

45 67 895: 6;<=5 >7?@6 4AA4 4B5 @:C?5=D4! /?; 8<@B:>74@5 E

Fl,Ak=

Fl,L si λk > 0Fl,R si λk < 0

F !"GH

'? ;:B<A75=<@ 67 BIB5JK4 6L:>7?5=<@B 3×3 F !""H M4;K45 64 8?A87A4; A? D?A47;

64 F 4@ 5<75 M<=@5 M!

!"!# $%&'(& )( *+',+(- .(/ F 0 &123,+-4%'+

&@ 8N4;8N4 O 8?A87A4; A? D?A47; 64 F O AL=@54;P?84 4@5;4 647Q K?=AA4B 64 8?A87A!

&@ P?=5 ALNIM<5NJB4 >74 A? B<A75=<@ 64 F !""H 4B5 :C?A4 O A? D?A47; K<I4@@4 Fn+1/2i+1/2

4@5;4 A4B 54KMB n 45 n + 1! '? ;:B<A75=<@ 64 F !""H @:84BB=54 64 6:54;K=@4; A?

K<I4@@4 67 54;K4 B<7;84 S′

k!

!"!#!$ %&'()*'(+, -. '/0)/ &+.01/

'? D?A47; K<I4@@4 67 54;K4 B<7;84 6?@B F !""H 4B5 4B5=K:4 4@ P<@85=<@ 64B

:5?5B C?78N4 45 6;<=5R 64B D?;=?SA4B O AL=@54;P?84 45 64 A? 8?;?85:;=B5=>74 8<@B=6:T

;:4 E

S′

k = S′

k

(

ULR,

(

∂zb

∂x

)

LR

,

(

∂φ

∂x

)

LR

)

F !" H

<U A4B D?;=?SA4B 8<;;4BM<@6?@5 O A? 5<M<C;?MN=4 O AL=@54;P?84 B<@5 4B5=K:4B M?; E

(

∂zb

∂x

)

LR

≈ zbR− zbL

(λ3 − λ1)∆t

2

F !"VH

(

∂φ

∂x

)

LR

≈ φR − φL

(λ3 − λ1)∆t

2

F !"WH

-@ =@5:C;?@5 F !"VH 45 F !"WH 6?@B A? 6:X@=5=<@ 64B S′

k F !YVHR <@ <S5=4@5 A4B

4QM;4BB=<@B B7=D?@54B E

S′ =

1

2c

S′

1

S′

2

S′

3

=

1

2c

1∆t

2

−S0S

F !"3H

<U E

S = −g (φh)LR

zbR− zbL

λ3 − λ1+1

2g (hLR)

2 φR − φL

λ3 − λ1F !"ZH

Page 84: Modélisation macroscopique des inondations fluviales et urbaines

!

"#$%&'() *+ (,-./0'&.1 2)- ,30$'&.1- 2) %(.%$4$'&.1 %$(

/$ 5,'#.2) 2)- 6./05)- 7&1&-

!"!#!" $%&'())*+, -() .+/&+)0,1() -2 3(.1(2' 42% F∗

/89 :;<8=>9 ?>@?>89 A8 5 BC;DC 9=??@9B89 E@D9C;DC89F <; 9=G9CHC=CH@D A8 I*+JK

8C I*+L K A;D9 I*+LLK E@DA=HC ;= 9M9CNO8 9=H:;DC P

λ3 (F∗1 − F1,R)− (F ∗2 − F2,R) = ∆t

2 λ1S′

1 = −λ1S1 pourdx

dt= λ1

−v (F ∗1 − F1,A) + (F ∗3 − F3,A) = 0 pourdx

dt= λ2

−λ1 (F ∗1 − F1,L) + (F ∗2 − F2,L) = ∆t2 λ3S

3 = λ3S3 pourdx

dt= λ3

I*+LJK

@Q

Fl,A =

Fl,L si λ2 > 0Fl,R si λ2 < 0

I*+RSK

8C @Q <8 C8>O8 F ∗l >8?>B98DC8 <; lemeE@O?@9;DC8 A= T=U F

∗V C>;:8>9 <WHDC8>X;E8+

2;D9 I*+LJKF <89 C8>O89 S′

1 8C S′

3 E@>>89?@DA8DC V <WHDCBY>;<8 A= C8>O8 9@=>E8 8DC>8

<WHDC8>X;E8 8C <8 ?H8A A8 <; E;>;ECB>H9CHZ=8 V <;Z=8<<8 H<9 9@DC ;99@EHB9+ /W89CHO;[

CH@D A89 :;>H;G<89 V <WHDC8>X;E8 DW; ?\M9HZ=8O8DC ?;9 A8 98D9 8C H< 89C DBE899;H>8

AW8D X;H>8 =D8 ;??>@UHO;CH@D 8D X@DECH@D A89 :;>H;G<89 A;D9 <89 E8<<=<89 A>@HC8

8C Y;=E\8+ %<=9H8=>9 ;??>@UHO;CH@D9 ?8=:8DC ]C>8 =CH<H9B89 ^*L_+ %@=> <; >B9@<=[

CH@D A8 I*+LJKF <W\M?@C\N98 Z=8 S1 = S3 89C >B;<H9B8+ /; >B9@<=CH@D A= 9M9CNO8

AWBZ=;CH@D I*+LJK ?8>O8C AWBC;G<H> <W8U?>899H@D A89 F ∗l P

F ∗1 =1

λ3 − λ1[F2,L − F2,R + λ3F1,R − λ1F1,L]

−g (φh)(1)LR

zbR− zbL

λ3 − λ1+ 1

2g(

h(1)LR

)2 φR − φL

λ3 − λ1F ∗2 =

1

λ3 − λ1[λ3F2,L − λ1F2,R + λ1λ3 (F1,R − F1,L)]

+ (λ3 + λ1)

[

−g (φh)(2)LR

zbR− zbL

λ3 − λ1+ 1

2g(

h(2)LR

)2 φR − φL

λ3 − λ1

]

F ∗3 = F3,A + v (F ∗1 − F1,A)

I*+R`K

%;> ;H<<8=>9F <; ABC8>OHD;CH@D A89 :;>H;G<89 9=> E\;Z=8 E8<<=<8 A8 E;<E=< ?;>

<8 GH;H9 A8 I*+RK X;HC HDC8>:8DH> <8 C8>O8 9@=>E8 V <WHDC8>X;E8 8DC>8 <89 A8=U E8<<=<89

A8 E;<E=< A@DC <; X@>O8 HDCBY>;<8 ?8=C 9WBE>H>8 P

(∆S0)LR = −g (φh)(S)LR (zbR− zbL

) +1

2g(

h(S)LR

)2

(φR − φL) I*+RLK

%@=> E\;Z=8 E8<<=<8F E8 C8>O8 89C ?@DAB>B ?;> <; EB<B>HCB AW@DA8 8DC>;DC ?;> <WHD[

C8>X;E8+ /; ABaDHCH@D A89 F ∗l I*+R`K 8C A= C8>O8 9@=>E8 V <WHDC8>X;E8 X;HC HDC8>:8DH>

<; :;<8=> A89 :;>H;G<89 V <WHDC8>X;E8 I(φh)(1)LRF

(

h(1)LR

)2

F (φh)(2)LRF

(

h(2)LR

)2

F (φh)(S)LR

8C

(

h(S)LR

)2

K+

Page 85: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$%&'()*&+ ,- '. /.#)*- 0&+%-#1.)*1- ,-% $2(.)*&+%34

!"!#!# $%&'()&'*+ ,-% .)/')01-% 2 13'+&-/4)5-

'56789:;89<= >67 ?;@9;AB67 C B59=86@D;E6 678 @F;B97F6 C G;@89@ >6 E;7 GHI79JK67

><=8 B; 7<BK89<= 678 D;E9B6:6=8 >F86@:9=;AB6!

$%&'()&'*+ ,6 768 ,- ()%%- F ∗1 &= E<=79>L@6 K= FE<KB6:6=8 G6@:;=6=8

6=8@6 >6KM :;9BB67 >6 E;BEKB G<K@ B67JK6BB67 zb 68 φ 7<=8 JK6BE<=JK67! '5FJK;89<=

>6 E<=89=K98F 75FE@98 ;B<@7 N

(φhu)L = (φhu)R = (φhu)∗= q O !PPQ

-= E<:A9=;=8 O !PPQ ;?6E B56MG@6779<= >K RKM F ∗1 >;=7 O !PSQT <= <A896=8 N

F ∗1 =1

λ3 − λ1

[

q (uL − uR) +1

2g[(

φh2)

L−(

φh2)

R

]

]

+

1

λ3 − λ1

[

(λ3 − λ1) q − g (φh)(1)LR (zbR− zbL

) +1

2g(

h(1)LR

)2

(φR − φL)

]

O !P Q

'5FE<KB6:6=8 F8;=8 7KGG<7F G6@:;=6=8T B6 RKM F ∗1 C 8@;?6@7 B59=86@D;E6 678

FU;B C q! &= <A896=8 ><=E B; @6B;89<= 7K9?;=86 N

q (uL − uR) +1

2g[(

φh2)

L−(

φh2)

R

]

− g (φh)(1)LR (zbR− zbL

) +1

2g(

h(1)LR

)2

(φR − φL) = 0 O !PVQ

/<K@ >F86@:9=6@ B56MG@6779<= >K 86@:6 qT B5FJK;89<= >6 E<=76@?;89<= >6 B;

JK;=898F >6 :<K?6:6=8 678 K89B97F6! '6 A9B;= 678 @F;B97F 7K@ >6KM :;9BB67 >6

E;BEKB 798KF67 >6 G;@8 68 >5;K8@6 >5K=6 >97E<=89=K98F >;=7 B; E<86 >K D<=> 68 B;

G<@<798F! -= @FU9:6 G6@:;=6=8T B; ?;@9;89<= >6 JK;=898F >6 :<K?6:6=8 6=8@6 B67

>6KM E6BBKB67 678 6M;E86:6=8 FU;B6 C B; @F7KB8;=86 >67 D<@E67 6M6@EF67 7K@ B6 RK9>6

7K9?;=8 B5;M6 H<@9W<=8;B! /<K@ B6 E;7 E<=79>F@FT B5FE<KB6:6=8 678 7KGG<7F ;BB6@ >6

B; U;KEH6 ?6@7 B; >@<986! '67 E<=XUK@;89<=7 K89B97F67 G<K@ >F86@:9=6@ B6 A9B;= >6

JK;=898F >6 :<K?6:6=8 7<=8 G@F76=8F67 C B; XUK@6 ! !

'6 E;BEKB >67 D<@E67 678 >F8;9BBF G<K@ B6 E;7 S E<@@67G<=>;=8 C zbL< zbR

68

φL > φR!

Y<@E6 6M6@EF6 G;@ B67 7K@D;E67 .ZY- 68 0,[\ N

Fa = −gˆ φL

φR

[

ˆ zL

zbR

(zL − z) dz]

dφ = −12g (φL − φR) (zL − zbR

)2

O !P]Q

Y<@E6 6M6@EF6 G;@ B; 7K@D;E6 Y\^_ N

Fb = −gφR

ˆ zbR

zbL

(zL − z) dz = −gφR (zbR− zbL

)

(

zL −zbR

+ zbL

2

)

O !P3Q

Page 86: Modélisation macroscopique des inondations fluviales et urbaines

!

"#$%&'() *+ (,-./0'&.1 2)- ,30$'&.1- 2) %(.%$4$'&.1 %$(

/$ 5,'#.2) 2)- 6./05)- 7&1&-

A

B

C

D

E

F

G

H

I

J

K

L

zb,L

zb,R

φR

φL

!" zbL< zbR

φL > φR

A

B

C

D

E

F

G

H

J

K

zb,L

zb,R

φR

φL

#" zbR< zbL

φL > φR

A

B

CD

E

FG

HJ

Kzb,L

zb,R

φR

φL

I

L

$" zbR< zbL

φR > φL

A

B

CD

EF

GH

J

zb,L

zb,R

φR

φL

I

!" zbL< zbR

φR > φL

!"#$% ! " #$%&'()*+,$%- (+,.,-/0- 1$() /+*2.,) .0 2,.*% 30- 4$)50-

6$)50 070)5/0 1*) .0- -()4*50- 869: 0+ ;<=> ?

Fc = −gˆ φL

φR

[

ˆ zbR

zbL

(zL − z) dz]

= −g (φL − φR) (zbR− zbL

)

(

zL −zbR

+ zbL

2

)

@ !ABC

6$)50 +$+*.0 070)5/0 -() .0 D(,30 ?

Fa + Fb + Fc = −1

2g (φL − φR)h

2L − gφR (zbR

− zbL)

(

zL −zbR

+ zbL

2

)

@ !AEC

8% )/',F0 10)F*%0%+G .0 2,.*% 30 H(*%+,+/ 30 F$(I0F0%+ -J/5),+ ?

(

φhu2 +1

2gφh2

)

R

−(

φhu2 +1

2gφh2

)

L

= Fa + Fb + Fc @ ! KC

8% ,%+)$3(,-*%+ @ !AEC 3*%- @ ! KCG $% /+*2.,+ .* )0.*+,$% -(,I*%+0 ?

q (uR − uL) =1

2g[(

φh2)

L−

(

φh2)

R

]

− 1

2g (φL − φR)h

2L − gφR (zbR

− zbL)

(

zL −zbR

+ zbL

2

)

@ ! LC

Page 87: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$%&'()*&+ ,- '. /.#)*- 0&+%-#1.)*1- ,-% $2(.)*&+%34

. 567897 :; <=<> 769?@AA><>A8 5@;7 B>? C6? " D E @A 5>;8 F86GB97 BH>I57>??9@A

JFAF76B> ?;9K6A8> L

q (uL − uR) = −1

2g[(

φh2)

L−

(

φh2)

R

]

+1

2g (φL − φR)

(

h(0)LR

)2

+ gφ(0)LR (zbR

− zbL)

(

z(0)LR −

zbR+ zbL

2

)

M ! "N

@O

φ(0)LR = min (φL;φR) M ! P6N

z(0)LR =

zL ?9 zbL< zbR

zR ?9 zbL> zbR

M ! PGN

h(0)LR =

hL ?9 φL > φR

hR ?9 φL < φRM ! PCN

'6 C@<G9A69?@A :> M !QRN >8 M ! "N <SA> D BH>I57>??9@A ?;9K6A8> L

g (zbR− zbL

)

[

φ(0)LR

(

z(0)LR −

zbR+ zbL

2

)

− (φh)(1)LR

]

+1

2g

[

(

h(1)LR

)2

−(

h(0)LR

)2]

(φR − φL) = 0 M ! N

'HFT;689@A M ! N >?8 K6B6GB> T;>BB>? T;> ?@9>A8 B>? K6B>;7? :> φRE φLE zbL>8 zbR

!

'> C6? 56789C;B9>7 φL = φR 5>7<>8 :HF86GB97 L

φ(0)LR

(

z(0)LR −

zbR+ zbL

2

)

= (φh)(1)LR M ! QN

6B@7? T;> B> C6? zbR= zbL

9<5B9T;> L

(

h(1)LR

)2

=(

h(0)LR

)2

M ! UN

-A 9A87@:;9?6A8 M ! QN >8 M ! UN :6A? M !P4NE BH>I57>??9@A :> F ∗1 :>K9>A8 C@<5BSV

8><>A8 :F8>7<9AF> L

F ∗1 =1

λ3 − λ1[F2,L − F2,R + λ3F1,R − λ1F1,L]

− gφ(0)LR

(

z(0)LR −

zbR+ zbL

2

)

zbR− zbL

λ3 − λ1

+1

2g(

h(0)LR

)2 φR − φL

λ3 − λ1M ! WN

Page 88: Modélisation macroscopique des inondations fluviales et urbaines

!

"#$%&'() *+ (,-./0'&.1 2)- ,30$'&.1- 2) %(.%$4$'&.1 %$(

/$ 5,'#.2) 2)- 6./05)- 7&1&-

!"#$%"#&' () "*+$* !&)+,* (∆S0)LR /8 98:;8 <=>:?8 @ ABCD98:EF?8 8<9

8<9C;G @ HF:9C: IB>D JCAFD I8 K>FD9C9G I8 ;=>L8;8D9 <>: I8>M ;FCAA8< I8 HF:9

89 IBF>9:8 IB>D8 IC<?=D9CD>C9G I8 AF ?=98 I> E=DI 89 I8 AF H=:=<C9G+ )D :GNC;8

H8:;FD8D9O A8 JCAFD I8 K>FD9C9G I8 ;=>L8;8D9 <BG?:C9 P

F2,L − F2,R + (∆S0)LR = 0 Q*+* R

(

φhu2 +1

2gφh2

)

L

−(

φhu2 +1

2gφh2

)

R

+ (∆S0)LR = 0

)D CD9:=I>C<FD9 ABGK>F9C=D I8 ?=D9CD>C9G Q*+SSR 89 AF IGTDC9C=D I> 98:;8 <=>:?8

@ ABCD98:EF?8 Q*+S!R IFD< Q*+* RO =D =J9C8D9 P

q (uL − uR) +1

2g[(

φh2)

L−

(

φh2)

R

]

− g (φh)(S)LR (zbR− zbL

) +1

2g(

h(S)LR

)2

(φR − φL) = 0 Q*+*UR

)D :8;HAFVFD9 q (uL − uR) HF: <=D 8MH:8<<C=D Q*+*!RO Q*+*UR I8LC8D9 P

g

[

φ(0)LR

(

z(0)LR −

zbR+ zbL

2

)

− (φh)(S)LR

]

(zbR− zbL

)

+1

2g

[

(

h(S)LR

)2

−(

h(0)LR

)2]

(φR − φL) = 0 Q*+WXR

)D >9CAC<FD9 A8< ?F< HF:9C?>AC8:< φR = φL 89 zbR= zbL

O =D H8>9 IGI>C:8 I8 Q*+WXR

K>8 P

(φh)(S)LR = φ

(0)LR

(

z(0)LR −

zbR+ zbL

2

)

Q*+WYR

(

h(S)LR

)2

=(

h(0)LR

)2

Q*+W!R

/B8MH:8<<C=D I> 98:;8 <=>:?8 @ ABCD98:EF?8 8<9 I=D? P

(∆S0)LR = −gφ(0)LR

(

z(0)LR −

zbR+ zbL

2

)

(zbR− zbL

)

+1

2g(

h(0)LR

)2

(φR − φL) Q*+WSR

!"#$%"#&' () -). (* /)%'"#"0 (* $&)1*$*'" F ∗2 0D JCAFD I8 K>FD9C9G

I8 ;=>L8;8D9 8D :GNC;8 H8:;FD8D9 8<9 :GFAC<G <>: 9:=C< ;FCAA8< I8 ?FA?>A Qi− 1Oi 89 i+1R FL8? >D8 IC<?=D9CD>C9G I8 H=:=<C9G 89 I8 ?=98 I> E=DI 8D9:8 A8< ;FCAA8<

i 89 i+ 1 QL=C: 7CN>:8 *+WR+

/8 JCAFD I8 K>FD9C9G I8 ;=>L8;8D9 <>: AF ?8AA>A8 i <BG?:C9 P

Page 89: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$%&'()*&+ ,- '. /.#)*- 0&+%-#1.)*1- ,-% $2(.)*&+%34

zb

zb

i-1

i+1

φi+1

φi-1

φi

zb

i

!"#$% !5 6 0789:;<=>?78 ;>?@?ABC D7;< E=?<C @C F?@=8 GC H;=8>?>B GC I7;JCIC8>

D7;< GB>C<I?8C< (φh)(2)LR C> h

(2)LR

(φhu)n+1i − (φhu)

ni =

∆t

∆xi

(

F ∗2 +λ3

λ3 − λ1∆S0

)n+1/2

i−1/2−

∆t

∆xi

(

F ∗2 +λ1

λ3 − λ1∆S0

)n+1/2

i+1/2

= 0 K !5 L

-8 M7IF?8=8> K !4NL C> K !5 LO 78 7F>?C8> D7;< @P?8>C<E=MC C8><C @CA MC@@;@CA i− 1C> i Q

(λ3 − λ1)(

F ∗2 +λ3

λ3 − λ1∆S0

)n+1/2

i−1/2=

λ3F2,i−1 − λ1F2,i + λ1λ3 (F1,i − F1,i−1)

+ (λ3 + λ1)

[

−g (φh)(2)LR

(

zbi− zbi−1

) 1

2g(

h(2)LR

)2

(φi − φi−1)

]

− λ3gφ(0)LR

(

z(0)LR −

zbi+ zbi−1

2

)

(

zbi − zbi−1

)

+ λ31

2g(

h(0)LR

)2

(φi − φi−1) K !55L

/;?AH;P?@ 8PR = D=A GC G?AM78>?8;?>B C8><C @CA MC@@;@CA i− 1 C> i Q(

φhu2 +1

2gφh2

)

i−1=

(

φhu2 +1

2gφh2

)

i

6=(

φhu2 +1

2gφh2

)

i+1

(φhu)i−1 = (φhu)i = (φhu)i+1 = qφi−1 = φi 6= φi+1

zbi−1= zbi 6= zbi+1

K !5SL

Page 90: Modélisation macroscopique des inondations fluviales et urbaines

!

"#$%&'() !* (+,-./'&-0 1), +2/$'&-0, 1) %(-%$3$'&-0 %$(

.$ 4+'#-1) 1), 5-./4), 6&0&,

)7 879:;<=8>?79 @!*ABC <?7> @!*AACD ;7 ;E98F79 G

(

F ∗2 +λ3

λ3 − λ1∆S0

)n+1/2

i−1/2=

1

λ3 − λ1

[

λ3

(

φhu2 +1

2gφh2

)

i

− λ1(

φhu2 +1

2gφh2

)

i

]

=

(

φhu2 +1

2gφh2

)

i

@!*AHC

.F I=J <F K=?7989L <F M;=NFMF79 F79:F OF> PFOO=OF> i F9 i+ 1 >QLP:89 G

(λ3 − λ1)(

F ∗2 +λ1

λ3 − λ1∆S0

)n+1/2

i+1/2

=

λ3

(

φhu2 +1

2gφh2

)

i

− λ1(

φhu2 +1

2gφh2

)

i+1

+

λ1λ3[

(φhu)i+1 − (φhu)i]

+

λ1

[

−gφ(0)LR

(

z(0)LR −

zbi+1+ zbi

2

)

(

zbi+1− zbi

)

+1

2g(

h(0)LR

)2

(φi+1 − φi)

]

+

(λ3 + λ1)

[

−g (φh)(2)LR

(

zbi− zbi−1

)

+1

2g(

h(2)LR

)2

(φi − φi−1)

]

@!*A C

)7 879:;<=8>?79 OQLK=?98;7 <F P;7987=89L @!*RRC <?7> @!*A CD ;7 ;E98F79 G

(λ3 − λ1)(

F ∗2 +λ1

λ3 − λ1∆S0

)n+1/2

i+1/2

=

λ3

(

φhu2 +1

2gφh2

)

i

− λ1(

φhu2 +1

2gφh2

)

i+1

+

(λ3 + λ1)

[

−g (φh)(2)LR

(

zbi− zbi−1

)

+1

2g(

h(2)LR

)2

(φi − φi−1)

]

+

λ1

[

−gφ(0)LR

(

z(0)LR −

zbi+1+ zbi

2

)

(

zbi+1− zbi

)

+1

2g(

h(0)LR

)2

(φi+1 − φi)

]

@!*ASC

.F E8O?7 <F K=?7989L <F M;=NFMF79 F7 :LT8MF UF:M?7F79 @!*! C 8MUO8K=F G

(

F ∗2 +λ3

λ3 − λ1∆S0

)n+1/2

i−1/2=

(

F ∗2 +λ1

λ3 − λ1∆S0

)n+1/2

i+1/2

@!*BVC

Page 91: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$%&'()*&+ ,- '. /.#)*- 0&+%-#1.)*1- ,-% $2(.)*&+%34

-5 6789:5;5< = !>?@A = !4B@ C< = !4D@A 75 <E7FGC H

0 = λ1

[

q (ui − ui+1) +1

2g[

(

φh2)

i−

(

φh2)

i+1

]

]

+ (λ3 + λ1)

[

−g (φh)(2)LR

(

zbi− zbi−1

)

+1

2g(

h(2)LR

)2

(φi − φi−1)

]

+ λ1

[

−gφ(0)LR

(

z(0)LR −

zbi+1+ zbi

2

)

(

zbi+1− zbi

)

+1

2g(

h(0)LR

)2

(φi+1 − φi)

]

= !>I@

-5 EC8JK;L;5< q (ui − ui+1) M;5N = !>I@ J;E KOCPJECNN:75 = ! "@A 75 79<:C5< H

0 = −g (φh)(2)LR

(

zbi− zbi−1

)

+1

2g(

h(2)LR

)2

(φi − φi−1) = !>"@

&5 JCF< M756 C5 6756KFEC QFC H

(φh)(2)LR = 0 = !>R@

(

h(2)LR

)2

= 0 = !> @

'OC5NC89KC MCN G;E:;9KCN S KO:5<CET;6C ;U;5< V<V MV<CE8:5VA KC NUN<W8C = !RI@ JCF<

NOV6E:EC H

F ∗1 =1

λ3 − λ1[F2,L − F2,R − λ1F1,L + λ3F1,R]

+1

λ3 − λ1

[

1

2g (φR − φL)

(

h(0)LR

)2

− gφ(0)LR (zbR− zbL

)

(

z(0)LR −

zbR+ zbL

2

)]

= !>4;@

F ∗2 =1

λ3 − λ1[λ3F2,L − λ1F2,R − λ1λ3 (F1,L − F1,R)] = !>49@

F ∗3 = v (F ∗1 − F1,A) + F3,A = !>46@

7X φ(0)LRA z

(0)LR C< h

(0)LR N75< MVY5:N J;E = ! R@!

!"! #$%&'()')*+( ,- .+&/0-1 2+134

'C NUN<W8C MOVQF;<:75N = !"D@ F<:K:NV J7FE V<;K:E KCN ZFP = !>4@ CN< 675N<EF:<

NFE KO[UJ7<[WNC MOF5C 75MC JE7GC5;5< MC 6[;QFC 6CKKFKC MC J;E< C< MO;F<EC MC

KO:5<CET;6C 675N:MVEVC! *K 67EECNJ75M M756 ;F ZFP M;5N K; \75C :5<CE8VM:;:EC

MOV<;< 675N<;5<! '; 8V<[7M7K7]:C ;FP G7KF8CN Y5:N 5V6CNN:<C MC MV<CE8:5CE KCN

ZFP S KO:5<CET;6C C5<EC MCFP 8;:KKCN MC 6;K6FKA !"! S <E;GCEN K; M:N675<:5F:<V

:5:<:;KC MF JE79KW8C MC #:C8;55! 0C<<C :5<CET;6C 5OV<;5< J;N 5V6CNN;:EC8C5<

Page 92: Modélisation macroscopique des inondations fluviales et urbaines

!

"#$%&'() *+ (,-./0'&.1 2)- ,30$'&.1- 2) %(.%$4$'&.1 %$(

/$ 5,'#.2) 2)- 6./05)- 7&1&-

U

x

U

x

U

x

t

x

t

x

t

x

U

x

U

x

t

x

t

xCon!guration C4

Con!guration C1 Con!guration C2 Con!guration C3

Con!guration C5

λ1,L

λ1

λ3

λ3,R

!"#$% *+! 8 %9:;<;9= >?@A<;B? C? @A D9=? ;=<?>EFC;A;>? GA> >AGG9>< H @I;=<?>JAK?

?=<>? @?: EA;@@?: C? KA@KL@ M:LG?>G9:F? AB?K @IAN? C?: <?EG:O

Page 93: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$%&'()*&+ ,- '. /.#)*- 0&+%-#1.)*1- ,-% $2(.)*&+%34

5678 9:;;: <=7: 5>?;6; 9=78;67;@ A:8 ?BC6;D=78 5:8 ECF G !HIJ 7: K:CL:7; 5=79

K68 M;N: C;DAD8?:8 K=CN ;=C;:8 A:8 9=7OPCN6;D=78 5>=75:8! %CDL67; A6 9=7OPCN6;D=7

5>=75:8 :; A6 K=8D;D=7 N:A6;DL: 5: A6 <=7: 5>?;6; 9=78;67; K6N N6KK=N; Q A>D7;:NR69:@

9D7B 968 K:CL:7; M;N: D5:7;DO?8 GL=DN SDPCN: !HJ!

':8 9=7OPCN6;D=78 0T :; 0I 9=NN:8K=75:7; 6C N?PDU: ;=NN:7;D:A@ A:8 9=7OPCV

N6;D=78 0" :; 0 6C N?PDU: 9ND;DBC: :; A6 9=7OPCN6;D=7 0W 6C N?PDU: ECLD6A!

'6 5?;:NUD76;D=7 5:8 9?A?ND;?8 5>=75:8 λ∗1 :; λ∗3 5678 A6 <=7: 5>?;6; 9=78;67;

:8; 7?9:886DN: K=CN 5?;:NUD7:N A6 9=7OPCN6;D=7! ':8 D7L6ND67;8 5: #D:U677 8=7;

C;DAD8?8 A: A=7P 5: 9X6BC: 96N69;?ND8;DBC: K=CN 5?;:NUD7:N A6 LD;:88: 5: A>?9=CA:V

U:7; u∗ :; A6 9?A?ND;? 5:8 =75:8 5: KN:88D=7 c∗ 5678 A6 <=7: D7;:NU?5D6DN: 5>?;6;

9=78;67; Y

u∗ + 2c∗ = uL + 2cLu∗ − 2c∗ = uR − 2cR

G !HHJ

)X?=NDBC:U:7;@ DA 9=7LD:7; 5: KN:75N: :7 9=UK;: A:8 ;:NU:8 8=CN9: 5678 A: 8Z8V

;[U: 5>?BC6;D=78 G !HHJ U6D8 A>:FK?ND:79: U=7;N: BC: A>=7 K:C; A:8 7?PADP:N Q

9: 8;65:! '=N8 5: A6 O76AD86;D=7 5C KN?8:7; U?U=DN:@ DA 6 ?;? UD8 :7 ?LD5:79:

BC: A6 KND8: :7 9=UK;: 5:8 ;:NU:8 8=CN9: 5678 A6 R=NUCA6;D=7 5:8 D7L6ND67;8 5:

#D:U677 :8; 7?9:886DN: K=CN A6 U=5?AD86;D=7 5: 9:N;6D78 N?PDU:8 K:NU67:7;8 6C

7DL:6C 5: A6 ADUD;: 5: A6 <=7: D7=756\A:! '6 KND8: :7 9=UK;: 5:8 ;:NU:8 8=CN9:

D7EC: 7=;6UU:7; 8CN A: 96A9CA 5: A6 LD;:88: 5: A>?9=CA:U:7; u∗ 5678 A6 <=7:

D7;:NU?5D6DN: :; 7?9:88D;: 5: N?6AD8:N 9:N;6D7:8 N:9X:N9X:8 9=UKA?U:7;6DN:8 K=CN

:8;DU:N A6 L6A:CN 5:8 L6ND6\A:8 Q A>D7;:NR69:! '6 N?8=AC;D=7 5: G !HHJ 5=77: Y

u∗ =uL + uR

2+ cL − cR

c∗ =uL − uR

4+cL + cR

2

G !H4J

':8 9?A?ND;?8 5>=75:8 λ∗1 :; λ∗3 8=7; 5=79 ?P6A:8 Q Y

λ∗1 = u∗ − c∗λ∗3 = u∗ + c∗

G !H3J

'>XZK=;X[8: 5: 5:CF =75:8 5: N6N?R69;D=7 8?K6N67; C7: <=7: D7;:NU?5D6DN:

5>?;6; 9=78;67; 5:8 ?;6;8 P6C9X: :; 5N=D; 5C KN=\A[U: 5: #D:U677 5=D; M;N:

L?NDO?:! ,678 A: 968 =] DA Z 6 C7 9X=9 :7;N: A>?;6; P6C9X: :; A>?;6; D7;:NU?5D6DN:

Gλ1,L > λ∗1J =C :7;N: A>?;6; 5N=D; :; A>?;6; D7;:NU?5D6DN: Gλ3,R < λ∗3J@ A6 LD;:88: cs5: KN=K6P6;D=7 5C 9X=9 5=D; M;N: :8;DU?:! -7 :^:;@ 5678 C7: ;:AA: 9=7OPCN6;D=7

5>=75:@ A:8 9?A?ND;?8 8=7; :7 N?6AD;? ?P6A: Q A6 LD;:88: 5: KN=K6P;D=7 5C 9X=9! '6

9?A?ND;? 5C 9X=9 :8; 6A=N8 5?;:NUD7?: :7 C;DAD867; A:8 N:A6;D=78 5: 86C; 5: #67_D7:V

`CP=7D=;! /=CN A: 968 5>C7 9X=9 :7;N: A>?;6; P6C9X: :; A>?;6; D7;:NU?5D6DN:@ =7

=\;D:7; Y

cs =F ∗1 − F1,LU∗

1 − U1,L=h∗u∗ − hLuL

h∗ − hLG !Ha6J

cs =F2,L − F ∗2U2,L − U∗2

=hLu

2L +

12gh

2L − h∗u∗2 − 1

2gh∗2

hLuL − h∗u∗G !Ha\J

Page 94: Modélisation macroscopique des inondations fluviales et urbaines

!"#$%&'( )* '+,-./&%-0 1(, +2/#&%-0, 1( $'-$#3#&%-0 $#'

.# 4+&"-1( 1(, 5-./4(, 6%0%,

.78 97:; <=:>?@AB8 C7:D7B? E?F7 :?@G@8<78 @B9@H<F7II7B?* &A:?7JA@8 8@ h∗ = hL

A: 8@ hLuL = h∗u∗ GK:B7 978 JAFI:G>?@AB8 78? @B9<?7FI@B<7 L G7 8AGD7:F :?@G@87

>GAF8 GK>:?F7 JAFI:G>?@AB*

.> MAIC>F>@8AB 97 λ∗1N λ∗3N λ1,L 7? λ3,R C7FI7? 97 9<?7FI@B7F G> MABOP:F>?@AB

9KAB97 7? C>F MAB8<=:7B? G> JAFI:G>?@AB Q 7ICGAR7F CA:F 78?@I7F G7 S:; Q ?F>D7F8

G> 9@8MAB?@B:@?< @B@?@>G7* 1>B8 G7 M>8 9K:B F<P@I7 MF@?@=:7N G> JAFI:G>?@AB MG>88@=:7

"..! 78? M7GG7 7ICGAR<7 T

λ1,L > 0

F1 = F1,LF2 = F2,L

!U

λ1,L < 0 Vλ∗1 > 0

F1 =1

λ3 − λ1[λ3F1,L − λ1F1,R − λ1λ3 (zL − zR)]

F2 =1

λ3 − λ1[λ3F2,L − λ1F2,R − λ1λ3 (F1,L − F1,R)]

!W

λ∗1 < 0 Vλ∗3 > 0

F1 = F ∗1F2 = F ∗2

!X

λ∗3 < 0 Vλ3,R > 0

F1 =1

λ3 − λ1[λ3F1,L − λ1F1,R − λ1λ3 (zL − zR)]

F2 =1

λ3 − λ1[λ3F2,L − λ1F2,R − λ1λ3 (F1,L − F1,R)]

!)

λ3,R < 0

F1 = F1,RF2 = F2,R

!Y

Z)*[\]

.78 S:; Q GK@B?7FJ>M7 Z)*[\] A^?7B:8 C>F F<8AG:?@AB 97 G> C>F?@7 MAB87FD>?@D7 978

<=:>?@AB8 7? GK<?>? >: 9<^:? 9: C>8 97 ?7IC8 C7FI7??7B? G7 M>GM:G 97 GK<?>?

@B?7FI<9@>@F7 Q C>F?@F 97 GK<=:>?@AB 9@8MF<?@8<7 Z)*X]* !7? <?>? @B?7FI<9@>@F7 78?

BA?< Un,c

ZDA@F 6@P:F7 )*U]*

!" #$%&'()%*+$ ,-. %-(/-. ,- 0(+%%-/-$%

.> I<?_A9AGAP@7 7ICGAR<7 CA:F CF7B9F7 7B MAIC?7 G78 ?7FI78 97 JFA??7I7B?

9>B8 G7 MA97 ,`W1 > <?< MAB87FD<7 9>B8 ,`UW1* (GG7 MAB8@8?7 Q F<8A:9F7 >B>a

GR?@=:7I7B? G78 <=:>?@AB8 9@H<F7B?@7GG78 AF9@B>@F78 8:@D>B?78 T

dφq

dt= −gφ

q2 + r2

K2h2R1/3

h,x

q Z)*[U>]

dφr

dt= −gφ

q2 + r2

K2h2R1/3

h,y

r Z)*[U^]

.> CAFA8@?< ZA: G> G>FP7:F 9: M>B>G U1] B7 D>F@>B? C>8 >D7M G7 ?7IC8N M78 <=:>a

?@AB8 8AB? <=:@D>G7B?78 Q T

dq

dt= −g

q2 + r2

K2h2R1/3

h,x

q Z)*[W>]

Page 95: Modélisation macroscopique des inondations fluviales et urbaines

dr

dt= −g

q2 + r2

K2h2R1/3

h,y

r

Rh

x

y

χx=b

x

χy=b

y

Sx=b

xh

Sy=b

yh

x

y

χx=b

x

χy=b

y+2h

1D

Sy=b

yh1D

Sx=b

xh1D

x

y

Sx=b

xh

Sy=b

yh

χx=b

x

χy=b

y+z

b,2D-z

b,1D

Périmètre mouillé

Rh =S

χ

S = bh b

χ

h≪ b

Page 96: Modélisation macroscopique des inondations fluviales et urbaines

!

"#$%&'() *+ (,-./0'&.1 2)- ,30$'&.1- 2) %(.%$4$'&.1 %$(

/$ 5,'#.2) 2)- 6./05)- 7&1&-

89:; <=>? @AABCBDE F D@ D@>G?H> 8? DIE;9HD?C?:= J χ ≈ b K D? >@L9: ML8>@HDBNH? ?A=

@D9>A EG@D F D@ M@H=?H> 8I?@H J Rh ≃ h+2@:A D? ;@A 8?A C@BDD?A O2P D? C<C? >@BA9::?C?:= Q?H= <=>? R@B= Q9H> D@ 8E=?>S

CB:@=B9: 8H >@L9: ML8>@HDBNH? Q9H> D? ;@D;HD 8?A R>9==?C?:=A 8@:A D@ 8B>?;=B9:

=>@:AT?>A@D? @H ;@:@D O2+ ): >?T@:;M?P Q9H> D?A R>9==?C?:=A 8@:A D@ 8B>?;=B9:

D9:GB=H8B:@D?P DIMLQ9=MUA? h≪ b ?A= F Q>B9>B R@HAA?+ ): ?V?=P D?A C@BDD?A O2 A9:=

H=BDBAE?A Q9H> C98EDBA?> 8?A ;M?:@HW 8IE;9HD?C?:= 8? R@BXD? D@>G?H>P D? QE>BCU=>?

C9HBDDE :? Q?H= QDHA <=>? @AABCBDE F D@ ABCQD? D@>G?H> 8? DIE;9HD?C?:=+ &D ;9:TB?:=

@D9>A 8? =?:B> ;9CQ=? 8H ;9:=@;= ?:=>? DI?@H ?= D?A Q@>9BA 8H ;@:@D O2+ %9H> D@

Q>BA? ?: ;9CQ=? 8?A R>9==?C?:=A 8@:A D@ 8B>?;=B9: D9:GB=H8B:@D? AH> D?A C@BDD?A

O2P D? >@L9: ML8>@HDBNH? Q>?:8 89:; DI?WQ>?AAB9: AHBT@:=? J

Rh =bh

b+ 2max (h; zb2D− zb1D

)Y*+Z*[

/? >@L9: ML8>@HDBNH? Rh E=@:= 8E=?>CB:E Q9H> DI?:A?CXD? 8?A C@BDD?A 8? ;@D;HDP

BD ?A= @D9>A Q9AABXD? 8? >EA9H8>? D?A ENH@=B9:A 8BVE>?:=B?DD?A 9>8B:@B>?A >EGBAA@:=

D?A R>9==?C?:=A+

!"!# $%&'()*+', -.& %/)0*+',& -+1%2.,*+.((.& '2-+,0+2.&

2@:A =9HA D?A ;@AP D@ Q>BA? ?: ;9CQ=? 8?A =?>C?A 8? R>9==?C?:= >?TB?:= F

>EA9H8>? H:? ENH@=B9: 8BVE>?:=B?DD? 9>8B:@B>? 8? D@ R9>C? J

df

dt= −αf Y*+Z\[

9] f = q 9H f = r+ "?==? ENH@=B9: ?A= ENHBT@D?:=? F J

df

f= −αdt Y*+Z^[

"?==? >?D@=B9: ?A= B:=EG>E? AH> D? Q@A 8? =?CQA J

ˆ fn+1

fn

1

fdf =

ˆ tn+1

tn

−αdt Y*+ZZ[

/@ >EA9DH=B9: @:@DL=BNH? 8? ;?==? ENH@=B9: 89::? J

[ln f ]fn+1

fn = −α∆tln fn+1 − ln fn = −α∆t

ln

(

fn+1

fn

)

= −α∆t

fn+1

fn= exp (−α∆t)

fn+1 = fn exp (−α∆t) Y*+Z_[

Page 97: Modélisation macroscopique des inondations fluviales et urbaines

! ! "#$"%$ &'( )$%* + ,-#.'-( $'( /0,'-)#"'( /0,1-/'%-'(23

4567 89: ;<=889: >&? 5@ < A

α2D = g

q2 + r2

K2h7/3 !"#$%

&'() *+, -./**+, 012 '3 4'3,+)5+ *6+78)+,,/'3 9( α2D 8'() *+ 4.*4(* 9+, :)';;+<

-+3;, 9.3, *. 9/)+4;/'3 ;).3,5+),.*+ .( 4.3.*" &'() *. 9/)+4;/'3 *'3=/;(9/3.*+2

'3 . >

α = g

q2 + r2

K2h7/3

(

b

b+2max(h;zb2D−zb1D )

)1/3 !"?@%

&'() 4A.B(+ -./**+ 9+ 4.*4(*2 /* +,; .*'), 8',,/C*+ 96/3;D=)+) *+, ;+)-+, 9+ :)';<

;+-+3; 8.) *6/3;+)-D9/./)+ 9+ !"#?%2 α D;.3; 9DE3/ 8.) !"#$% '( !"?@%" &'() *+

4., 96(3+ -./**+ F12 *+ 5+4;+() 9+, 5.)/.C*+, Un,c

+,; ;).3,:')-D 8.) *6+78)+,,/'3

,(/5.3;+ >

hn,f = hn,c !"?0%

qn,f = qn,c exp

−g

(qn,c)2+ (rn,c)

2

K2 (hn,c)7/3

∆t

!"?F%

rn,f = rn,c exp

−g

(qn,c)2+ (rn,c)

2

K2 (hn,c)7/3

∆t

!"?G%

! "#$%&$ '() *&+ , -.#/(.) $() 01-(.2#%() 01-34

.0(&.()

H+ ,'*5+() 9+ I/+-.33 9D5+*'88D 8)D4D9+--+3; 8+)-+; *+ 4.*4(* 9+, J(7

K ;).5+), *+, /3;+):.4+, +7;D)/+()+,2 !"! *+, /3;+):.4+, ,D8.).3; 9+(7 -./**+, 9+

4.*4(* F1 '( 9+(7 -./**+, 9+ 4.*4(* 01" H+, J(7 +3;)+ (3+ -./**+ 01 +; *. -./**+

F1 B(/ *. 4'3;/+3; )+,;+3; K 9D;+)-/3+)" L* +,; ).88+*D B(+ *6(3 9+, 'CM+4;/:, E7D,

8'() *. -D;A'9'*'=/+ 9( 4'9+ 4'(8*D 01<F1 +,; B(+ *+ 4.*4(* 9+, J(7 +3;)+ *+,

-./**+, 01 +; F1 3+ )D9(/,+3; 8., *+ 8., 9+ ;+-8, 9+ 4.*4(*"

&.) ,'(4/ 9+ ,/-8*/4/;D2 '3 ,+ 8*.4+ 9.3, *+ )D:D)+3;/+* .,,'4/D .( 4.3.* 01

R′

(

O;x′

; y′

; z)

5'/) N/=()+ G"!%"

! !" #$%&'()*+* ,+ '-./.01

H+, AO8';AP,+, (;/*/,D+, 8'() *+ 4.*4(* 9+, J(7 +3;)+ *+, -./**+, 01 +; F1

,'3; *+, ,(/5.3;+, >

Q RO8" !"0 > K *. E3 9( 8., 9+ ;+-8,2 *. 4';+ 9+ *. ,():.4+ */C)+ ,() (3+

-./**+ 01 +,; /9+3;/B(+ K 4+**+ ,() *. -./**+ F1 B(/ *. 4'3;/+3; ,/ +**+ +,;

3'3 3(**+

Page 98: Modélisation macroscopique des inondations fluviales et urbaines

!

"#$%&'() *+ (,-./0'&.1 2)- ,30$'&.1- 2) %(.%$4$'&.1 %$(

/$ 5,'#.2) 2)- 6./05)- 7&1&-

8 #9:+ *+! ; <= >?@:?A=BCD ED <= FGCDAAD CH=BAFDHA=<D =I >=B=< J2 K <= LB

EI :=A ED CD@:A DAC <= @M@D AIH IBD @=G<<D J2 DC AIH <= @=G<<D !2 NIG <=

>?BCGDBC

! !" #$%&'()$* +) ,%'')

/D CH=BAODHC ED @=AAD DBCHD <DA EDIP @=G<<DA ED >=<>I< DAC HQ=<GAQ K :=HCGH ED

<RS9:?CSTAD *+J+ "DCCD S9:?CSTAD :DH@DC ED >=<>I<DH <= >?CD ED <= AIHO=>D <GUHD

E=BA >S=NID >D<<I<D =:HTA <D CH=BAODHC ED @=AAD+ -IGF=BC <= >?CD HD<=CGFD ED <=

AIHO=>D <GUHD DC EI O?BE E=BA <DA >D<<I<DAV :<IAGDIHA >?BLWIH=CG?BA E?GFDBC MCHD

EGACGBWIQDA XF?GH 7GWIHD *+YZ+ /RD=I QC=BC =AAG@G<QD K IB [IGED GB>?@:HDAAGU<D

h1D

h2D

!" #$$%&'()(*+ ,( -! )!.--( /0

h1D

h2D

1" 23!*$4(3+ ,( -! )!.--( 50 6(3$ -! )!.--(

/0

h1D

h2D

&" 23!*$4(3+ ,( -! )!.--( /0 6(3$ -! )!.--(

50

!"#$% *+Y 8 "?BLWIH=CG?B EDA S=ICDIHA ERD=I E=BA <DA @=G<<DA ED >=<>I< K <=

LB ED <RQC=:D ED HQA?<ICG?B EDA QNI=CG?BA >?BADHF=CGFDA

X#9:+ \+!ZV G< DAC :?AAGU<D ED H=GA?BBDH DB CDH@DA ED F?<I@D :<IC]C NIRDB CDH@DA

ED @=AAD+

! !"!# $%%&'()*)+, -) ./ */0..) "1 23405 60785) !92/::

/D F?<I@D ERD=I >?BCDBI E=BA <= @=G<<D !2 =F=BC <D CH=BAODHC DAC QW=< K ;

V2D = A2D (h2D)n,f

X*+Y*Z

-G >D F?<I@D ERD=I DAC GBOQHGDIH =I F?<I@D EGA:?BGU<D E=BA <= @=G<<D J2 =F=BC

A?B EQU?HED@DBCV <= @=G<<D !2 AR=AAT>SD ;

Page 99: Modélisation macroscopique des inondations fluviales et urbaines

! ! "#$"%$ &'( )$%* + ,-#.'-( $'( /0,'-)#"'( /0,1-/'%-'(23

V2D < V1D,dispo = A1D

(

zb2D− zb1D

− (h1D)n,f)

4 !567

$8 98:;<:= >?<8: >8@A B8 C8DBB< E& F B8 G@ >: ;=8@AH<=; >< C8AA< <A; 8BI=A

@:BB< J hn,m2D = 0! $8 98:;<:= >?<8: K;8@; @:BB< >8@A B8 C8DBB< E&L B8 M:8@;D;K

>< CI:N<C<@; O <A; KP8B<C<@; @KQ<AA8D=<C<@; @:BB< J qn,m2D = 0 <; rn,m

2D = 0! $8QI;< >< B8 A:=H8Q< BDR=< >8@A B8 C8DBB< S& 8T=UA B< ;=8@AH<=; >< C8AA< <A; 8BI=A B8

A:DN8@;< J

(z1D)n,m

= (z1D)n,f

+V2D

A1D4 !5V7

(DC:B;8@KC<@; 8: ;=8@AH<=; >< C8AA< ><T:DA B8 C8DBB< E& N<=A B8 C8DBB< S&L

B8 M:8@;D;K >< CI:N<C<@; >< B?KQI:B<C<@; E& <A; ;=8@AHK=K<! $8 M:8@;D;K ><

CI:N<C<@; >8@A B8 C8DBB< S& 8T=UA ;=8@AH<=; >< C8AA< <A; >I@Q KP8B< F J

(q1D)n,m

= (q1D)n,f

+(q2D)

n,fA2D

A1D4 !5W7

(r1D)n,m

= (r1D)n,f

+(r2D)

n,fA2D

A1D4 !557

$8 C8DBB< S& @?<A; ;I:;<HIDA T8A >KRI=>8@;<L B?KQI:B<C<@; CIO<@ >8@A B8 >D=<QX

;DI@ ;=8@AN<=A8B< <A; >I@Q @KQ<AA8D=<C<@; @:B! $8 M:8@;D;K >< CI:N<C<@; >8@A

B8 >D=<Q;DI@ ;=8@AN<=A8B< 8T=UA ;=8@AH<=; <A; >I@Q @KQ<AA8D=<C<@; @:BB< J

rn,m1D = 0 4 !527

! !"!" #$%&'&()*+, -,. /*&'',. 01 ,2 "1 345&) 6&+%), !73(8 ,2 3988

$?<8: K;8@; QI@AD>K=K< QICC< :@ Y:D>< D@QICT=<AADRB< 4ZOT! 3!E7L B< NIB:C<

PBIR8B QI@;<@: >8@A B8 C8DBB< S& <; B8 C8DBB< E& @< N8=D< T8A >:=8@; B< ;=8@AH<=;

>< C8AA<! $< ;=8@AH<=; >< C8AA< <@;=< B<A ><:[ C8DBB<A >ID; >I@Q T<=C<;;=< ><

NK=DG<= B?9OTI;9UA< A:= B?KP8BD;K ><A QI;<A F Q98M:< D@A;8@; 4ZOT! !S7! $< NIB:C<

>?<8: V QI@;<@: 8: ;<CTA D@;<=CK>D8D=< A:= B<A ><:[ C8DBB<A <A; KP8B F J

V = A1D (h1D)n,f

+A2D (h2D)n,f

= A1D

(

(z1D)n,f − zb1D

)

+A2D

(

(z2D)n,f − zb2D

)

4 !2\7

<; T<:; ];=< Q8BQ:BK F T8=;D= ><A N8=D8RB<A F B8 G@ >< B?K;8T< 9OT<=RIBDM:<! '@

D@;=I>:DA8@; B8 =<B8;DI@ (z1D)n,f

= (z2D)n,f

= z DCTIAK< T8= B?9OTI;9UA< !S

>8@A B?KM:8;DI@ 4 !2\7L I@ IR;D<@; J

V = A1D (z − zb1D) +A2D (z − zb2D

) 4 !2S7

"<;;< =<B8;DI@ <A; KM:DN8B<@;< F J

z =A1D (z1D)

n,f+A2D (z2D)

n,f

A1D +A2D4 !2E7

Page 100: Modélisation macroscopique des inondations fluviales et urbaines

!

"#$%&'() !* (+,-./'&-0 1), +2/$'&-0, 1) %(-%$3$'&-0 %$(

.$ 4+'#-1) 1), 5-./4), 6&0&,

.7 89:;<7 =>?@ABC>C D7E;FA :? <?F::7 G1 87>A :? <?F::7 H1 7A= D9@I CJ?: K L

V1D→2D = A1D

(

(z1D)n,f − z

)

= −A2D(

(z2D)n,f − z

)

M!* NO

.? P;?@=F=C D7 <9;87<7@= I9@=7@;7 D?@A I7 89:;<7 7A= CJ?:7<7@= =>?@ABC>C7*

$E>QA CP;F:FR>?J7S :7A I9<E9A?@=7A D7 :? P;?@=F=C D7 <9;87<7@= A;> IT?P;7

<?F::7 D7 I?:I;: AUCI>F87@=S D?@A :7 I?A D; =>?@AB7>= D7E;FA :? <?F::7 H1 87>A :?

<?F::7 G1 L

(q1D)n,m

= (q1D)n,f

+ (q2D)n,f (z2D)

n,f − z(h2D)

n,f

A2DA1D

M!* !?O

(q2D)n,m

= (q2D)n,f − (q2D)

n,f (z2D)n,f − z

(h2D)n,f

M!* !RO

(r1D)n,m

= (r1D)n,f

+ (r2D)n,f (z2D)

n,f − z(h2D)

n,f

A2DA1D

M!* !IO

(r2D)n,m

= (r2D)n,f − (r2D)

n,f (z2D)n,f − z

(h2D)n,f

M!* !DO

7= E9;> :7 =>?@AB7>= D7 :? <?F::7 G1 87>A :? <?F::7 H1 L

(q1D)n,m

= (q1D)n,f − (q1D)

n,f (z1D)n,f − z

(h1D)n,f

M!* V?O

(q2D)n,m

= (q2D)n,f

+ (q1D)n,f (z1D)

n,f − z(h1D)

n,f

A1DA2D

M!* VRO

(r1D)n,m

= (r1D)n,f − (r1D)

n,f (z1D)n,f − z

(h1D)n,f

M!* VIO

(r2D)n,m

= (r2D)n,f

+ (r1D)n,f (z1D)

n,f − z(h1D)

n,f

A1DA2D

M!* VDO

! !" #$%&'&()*+, -, '* $%*./&/0 -, 12%3,1,./ /)*.43,)5

4*',

.7 =>?@AB7>= D7 P;?@=F=C D7 <9;87<7@= D?@A :? DF>7I=F9@ =>?@A87>A?:7 7A= R?AC

A;> :UTWE9=TQA7 !*H* )@ 7X7=S :? A=>;I=;>7 A;EE9AC7 D7 :UCI9;:7<7@= P;F A7 <7=

7@ E:?I7 7A= E>CA7@=C7 K :? YJ;>7 N*H* .7 RF:?@ D7 P;?@=F=C D7 <9;87<7@= D?@A

:? DF>7I=F9@ =>?@A87>A?:7 K :U?Z7 D; I?@?: G1 A;> :U7@A7<R:7 D7A <?F::7A AUCI>F= L

(QdMt)n,m

= A2D (r2D)n,m

+A1D (r1D)n,m

= A2D (h2D)n,m

(v2D)n,m

+A1D (h1D)n,m

(v1D)n,m

M!* [O

Page 101: Modélisation macroscopique des inondations fluviales et urbaines

! ! "#$"%$ &'( )$%* + ,-#.'-( $'( /0,'-)#"'( /0,1-/'%-'(23

$4 56789:465 ;4 <=785>5? ;4 @A=B4@485 ;A>5 C46@45564 ;4 B?6>D46 EFGHCA5GI94 !J K

(v2D)n,t

= (v1D)n,t

= vn,t! #C6I9 6??<=>E>L67M4N E7 <=785>5? ;4 @A=B4@485 9=6

E49 ;4=O P4EE=E49 495 ?M7E4 Q K

(QdMt)n,t

= A2D (h2D)n,tvn,t +A1D (h1D)

n,tvn,t

R !2ST

#= PA=69 ;= 56789:465N E7 <=785>5? ;4 @A=B4@485 56789B4697E4 9=6 E49 ;4=O @7>EE49

;4 P7EP=E 64954 E7 @U@4 K

(QdMt)n,m

= (QdMt)n,t

R !2VT

'8 >856A;=>9785 E49 ;?D8>5>A89 ;4 (QdMt)n,m

45 (QdMt)n,t

45 EFGHCA5GI94 !J

;789 R !2VTN A8 AL5>485 <=4 E7 B>54994 ;4 EF?PA=E4@485 ;789 E7 ;>64P5>A8 56789B46W

97E4 495 ?M7E4 Q K

vn,t =A2D (h2D)

n,m(v2D)

n,m+A1D (h1D)

n,m(v1D)

n,m

A2D (h2D)n,t

+A1D (h1D)n,t R !22T

vn,tC4=5 U564 P7EP=E?4 48 =5>E>9785 R !22T 45 E4 :7>5 <=4 E49 56789:4659 ;4 <=78W

5>5?9 ;4 @A=B4@485 84 @A;>D485 C79 E49 G7=54=69 ;F47= 9=6 PG7<=4 P4EE=E4 K

(h1D)n,t

= (h1D)n,m

45 (h2D)n,t

= (h2D)n,m

! X8 48 ;?;=>5 ;A8P <=4 E7 <=785>5?

;4 @A=B4@485 ;789 E7 ;>64P5>A8 56789B4697E4 CA=6 E7 @7>EE4 Y& 495 ?M7E4 Q K

(r1D)n,t

= (h1D)n,tvn,t

R !YZZ7T

45 CA=6 E7 @7>EE4 J& K

(r2D)n,t

= (h2D)n,tvn,t

R !YZZLT

$F?PA=E4@485 56789B4697E 56789CA654 ;4 E7 <=785>5? ;4 @A=B4@485 EA8M>5=W

;>87E4! $4 56789:465 ;4 <=785>5? ;4 @A=B4@485 56789B4697E4 9F7PPA@C7M84 ;A8P

;F=8 56789:465 ;4 <=785>5? ;4 @A=B4@485 EA8M>5=;>87E4! $4 BAE=@4 ;F47= <=>

567B4694 PG7<=4 >8546:7P4 >85?6>4=64 C48;785 E4 C79 54@C9 495 ?M7E Q K

VL = LL (h2D)n,t ∣∣vn,t

∣∆t R !YZY7T

VR = LR (h2D)n,t ∣∣vn,t

∣∆t R !YZYLT

"4 56789:465 ;4 @7994 9F7PPA@C7M84 ;F=8 56789:465 ;4 <=785>5? ;4 @A=B4@485

EA8M>5=;>87E4! [A=6 =8 ?PA=E4@485 56789B4697E ;4 E7 6>B4 ;6A>54 B469 E7 6>B4

M7=PG4N E49 <=785>5?9 ;4 @A=B4@485 EA8M>5=;>87E49 7C6I9 56789:465 9F?P6>B485 K

(q2D)n,t

= (q2D)n,m

+1

A2D(VL (u1D)

n,m − VR (u2D)n,m

) R !YZJ7T

(q1D)n,t

= (q1D)n,m

+1

A1D(VR (u2D)

n,m − VL (u1D)n,m

) R !YZJLT

[A=6 =8 ?PA=E4@485 56789B4697E ;789 EF7=564 ;>64P5>A8N E49 <=785>5?9 ;4 @A=B4W

@485 EA8M>5=;>87E49 7C6I9 56789:465 9F?P6>B485 K

(q2D)n,t

= (q2D)n,m

+1

A2D(VR (u1D)

n,m − VL (u2D)n,m

) R !YZ\7T

(q1D)n,t

= (q1D)n,m

+1

A1D(VL (u2D)

n,m − VR (u1D)n,m

) R !YZ\LT

Page 102: Modélisation macroscopique des inondations fluviales et urbaines

!

"#$%&'() *+ (,-./0'&.1 2)- ,30$'&.1- 2) %(.%$4$'&.1 %$(

/$ 5,'#.2) 2)- 6./05)- 7&1&-

Lit mineurLit majeur

Limite lit mineur / lit majeur

Vecteur vitesse 1D

Vecteur vitesse 2D

Echange de quantité de mouvement

entre les lits

!"#$% *+ 8 '9:;<=>9? @> AB:;?C?D @> EFBG>E>;? H IJC;?>9=:K> @>< DKFBI>E>;?<

L2 >? M2

! ! "#$%&'(#) *( +,$%)-). *( /0,1(/(%) 20%3-),*-%$2(

/>< ?9:;<=>9?< @> AB:;?C?D @> EFBG>E>;? IF;NC?B@C;:I> F;? @>BO F9CNC;>< P

I>< ?9:;<=>9?< :<<FKCD< :BO ?9:;<=>9?< @> E:<<> >;?9> I>< E:CII>< @> K:IKBI Q@DRH

K:IKBID< S9DKD@>EE>;?T >? I>< ?9:;<=>9?< ICD< :BO =9F??>E>;?< ICABC@>UICABC@> I>

IF;N @>< C;?>9=:K>< C;?D9C>B9><+ ">< ?9:;<=>9?< <F;? KFEE:;@D< S:9 I: =F9K> @>

KC<:CII>E>;? H IJC;?>9=:K>+ 2B =:C? @B N9:@C>;? @> GC?><<> >;?9> IJDKFBI>E>;? L2

>? IJDKFBI>E>;? M2 H IJF9CNC;> @> K>??> =F9K> @> KC<:CII>E>;? H IJC;?>9=:K>V B;>

WF;> ?B9XBI>;?> <> =F9E> :B ;CG>:B @> IJC;?>9=:K>+ $B ;CG>:B @> K>??> WF;>V @><

<?9BK?B9>< ?FB9XCIIF;;:C9>< <F;? H IJF9CNC;> @JDKY:;N>< >;?9> IJDKFBI>E>;? L2 >?

IJDKFBI>E>;? M2V XC>; AB> I>< ?9:;<=>9?< @> E:<<> <FC>;? ;BI< >; EFZ>;;> QGFC9

7CNB9> *+ T+ &I Z : >; >[>?V B; ?9:;<=>9? <CEBI?:;D @>SBC< I: E:CII> L2 G>9<

I: E:CII> M2 >? @> I: E:CII> M2 G>9< I: E:CII> L2+ 0; EF@\I> @> ?B9XBI>;K>

D?:XIC<<:;? I> @DXC? @> ?9:;<=>9? @JB; DKFBI>E>;? G>9< IJ:B?9> >; =F;K?CF; @B

N9:@C>;? @> GC?><<> : D?D KYFC<C+ />< EF@\I>< @> ?B9XBI>;K> <F;? 9>I:?CG>E>;?

;FEX9>BOV ?FB?>=FC<V I> KYFCO <J><? SF9?D <B9 B; EF@\I> 9>I:?CG>E>;? <CESI> >?

<B]<:EE>;? S9DKC< >; 9>N:9@ @>< CES9DKC<CF;< C;YD9>;?>< H B; EF@\I> @:;< @><

KF;^NB9:?CF;< 9D>II><+ /: =F9EBI:?CF; S9FSF<D> S:9 _!`V DABCG:I>;? H B; EF@\I>

@> IF;NB>B9 @> EDI:;N>V : D?D 9>?>;B>+ /> @DXC? @> ?9:;<=>9? ICD H I: ?B9XBI>;K>

><? <DS:9D @B @DXC? @> ?9:;<=>9? ICD :B KY:;N>E>;? @> =F9E> @B K:;:I L2+ />

@DXC? @> ?9:;<=>9? ICD H I: ?B9XBI>;K> >;?9> IJDKFBI>E>;? L2 >? IJDKFBI>E>;? M2

<BC? I: 9>I:?CF; P

qt = v (h2D)n,t

Q*+La*T

Fb v ><? I: GC?><<> @> IJDKFBI>E>;? @:;< I: @C9>K?CF; ?9:;<G>9<:I> H IJC;?>9=:K>

KF;<C@D9D>+ %:9 YZSF?Y\<> @B EF@\I>V K>??> GC?><<> ><? <BSSF<D> S9FSF9?CF;;>II>

H I: @C[D9>;K> @> GC?><<> >;?9> I>< @>BO DKFBI>E>;?<+ /: =F9EBI:?CF; S9FSFU

<D> <BSSF<> AB> I: GC?><<> @:;< KY:AB> DKFBI>E>;? ><? S:9:II\I> H IJC;?>9=:K>+

Page 103: Modélisation macroscopique des inondations fluviales et urbaines

! ! "#$"%$ &'( )$%* + ,-#.'-( $'( /0,'-)#"'( /0,1-/'%-'(23

β

Interface gauche

Interface droite

u1

v1

u1,L

u1,R

u2

v2

u2,L

u2

v2

u2,R

β

!"#$% !45 6 789:;<=>9? @;A B;<=;C8A B>=;AA; @D?A E; 8;FG8;?=>;E DAA9<>G DCH

>?=;8FD<;A >?=G8>;C8;A

/E <9?B>;?= @9?< @; I8;?@8; ;? <9JI=;K @D?A ED F98JCED=>9?K ED <9JI9AD?=; @;

ED B>=;AA; I9C8 <LDMC; G<9CE;J;?= MC> ;A= ID8DEENE; O EP>?=;8FD<; >?=G8>;C8; QB9>8

)>RC8; !45S!

$; @GT>= @; =8D?AF;8= O =8DB;8A <LDMC; >?=;8FD<; APG<8>= @9?< U

qt,L = Ψ |((u1D,L)n,m − (u2D,L)

n,m) cosβ| (h2D)n,t

Q !45VDS

qt,R = Ψ |((u1D,R)n,m − (u2D,R)

n,m) cosβ| (h2D)n,t

Q !45VTS

9W Ψ ;A= C? <9;X<>;?= @; I89I98=>9??DE>=G ;= 9W β ;A= EPD?RE; F98JG ID8 EPDH;

@C <D?DE 4& ;= C?; >?=;8FD<; >?=G8>;C8; QB9>8 )>RC8; !45S! YZ[ D J9?=8G MC; ΨBD8>; I;C DB;< ED RG9JG=8>; @;A G<9CE;J;?=A ;= I89I9A; @P;JIE9\;8 Ψ = 0.016@D?A EP;?A;JTE; @;A <9?]RC8D=>9?A 8;?<9?=8G;A! "9??D>AAD?= E; @GT>= @; =8D?AF;8=

O =8DB;8A <LDMC; >?=;8FD<; >?=G8>;C8;K ED E9?RC;C8 @; <;A >?=;8FD<;A ;= E; IDA @;

=;JIAK >E ;A= I9AA>TE; @P;? @G@C>8; EPGB9EC=>9? @; MCD?=>=G @; J9CB;J;?= AC8

<LDMC; JD>EE; @; <DE<CE U

(q1D)n,l

= (q1D)n,t

+∆t (LLqt,L + LRqt,R)(u2D)

n,t − (u1D)n,t

A1DQ !45ZDS

(q2D)n,l

= (q2D)n,t −∆t (LLqt,L + LRqt,R)

(u2D)n,t − (u1D)

n,t

A2DQ !45ZTS

(r1D)n,l

= (r1D)n,t

+∆t (LLqt,L + LRqt,R)(v2D)

n,t − (v1D)n,t

A1DQ !45Z<S

(r2D)n,l

= (r2D)n,t −∆t (LLqt,L + LRqt,R)

(v2D)n,t − (v1D)

n,t

A2DQ !45Z@S

Page 104: Modélisation macroscopique des inondations fluviales et urbaines

Maille 2Di

Maille 2Di+1

Maille 2Di-1

Maille 2Di

Maille 2Di+1

Maille 2Di-1

Maille 1Di+1

Maille 1DiMaille virtuelle 1D

i-1

i − 1i

ub − 2cb = uR − 2cR

b R

Page 105: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$%&'()$%*)$+, %-*)$*./ #/ .* 0+,/ #1()2#/ 33

45 46789: ;8 <:=>?@A5 45 '95AB88 C ?198D5:EBF5 4=8D ?B G=?;D9=8 <5:A5D 45

46D5:A985: ?5G H;I C D:BJ5:G ?B ?9A9D5 4; A=4@?5!

.5G F=849D9=8G B;I ?9A9D5G G=8D 467895G G;: ?5G ?9A9D5G 4; AB9??BK5 >949A58L

G9=885?! #B8G ?5 FBG =M 9? N B 6KB?5A58D ;85 AB9??5 O# 58 ?9A9D5 4; A=4@?5P

?1;D9?9GBD9=8 45 ?B F=849D9=8 B;I ?9A9D5G 58 46>9D 5GD <:=>?6ABD9Q;5! /8 5R5DP <B:

G=;F9G 45 G9A<?9F9D6P G5;? ?5 46>9D 58D:B8D G;: ?B AB9??5 O# 5D G;: ?B AB9??5 S#

5GD F=88;! .B :6<B:D9D9=8 58D:5 ?5G 45;I AB9??5G 5GD 46D5:A9865 <B: ?5 ?=K9F95?! .5

46>9D ;89DB9:5 q D:B8G9DB8D <B: ?B ?9A9D5 4; A=4@?5 5GD 7I6 <B: ?1;D9?9GBD5;: T ?5

46>9D Q D:B8G9DB8D <B: ?5G 45;I AB9??5G 5GD 4=8F 6KB? C U

Q = (L1D + L2D) q = Q1D +Q2D V !OWXY

+8 EB9D ?1ZN<=DZ@G5 Q;5 ?5 46>9D 58D:B8D G;: ;85 AB9??5 5GD <:=<=:D9=885? C ?B

G5FD9=8 A=;9??65 U

Q1D = q1DL1D =L1Dh1D

L1Dh1D + L2Dh2DQ V !OW3Y

Q2D = q2DL2D =L2Dh2D

L1Dh1D + L2Dh2DQ V !OOWY

+8 58 464;9D 4=8F ?5 46>9D ;89DB9:5 ;D9?9G6 C ?198D5:EBF5 45G F5??;?5G O# 5D S# U

q1D =(L1D + L2D)h1DL1Dh1D + L2Dh2D

q V !OOOY

q2D =(L1D + L2D)h2DL1Dh1D + L2Dh2D

q V !OOSY

!" #$%&'()$%*)$+, %-*)$*./ 0/ .* 1+,/ 02()30/

.B 49GF:6D9GBD9=8 45 ?B [=85 416D;45 5GD ;85 6DB<5 E=84BA58DB?5 45 ?B F=8GD:;FL

D9=8 41;8 A=4@?5 >949A58G9=885?! .B JB?5;: 45G JB:9B>?5G FB?F;?65G 85 G5:B F=88;5

Q;5 G;: ?5G AB9??5G 45 FB?F;?! .B 49GF:6D9GBD9=8 V5D 4=8F ?5 AB9??BK5Y 45J:B <B:

F=8G6Q;58D \D:5 B4B<D65 BJ5F ;85 458G9D6 BFF:;5 4B8G ?5G [=85G <=;: ?5GQ;5??5G

;85 <:6F9G9=8 <?;G 9A<=:DB8D5 5GD J9G65! -=;: F5DD5 6DB<5P F15GD K686:B?5A58D

?15I<6:958F5 4; A=46?9GBD5;: Q;9 <5:A5D 45 46D5:A985: ?B 458G9D6 45 AB9??BK5

86F5GGB9:5 <=;: ;85 <:6F9G9=8 J9G65!

.B [=85 416D;45 5GD 49GF:6D9G65 G=;G E=:A5 45 <=?NK=85G! ]958 Q;5 ?B A6DZ=L

4=?=K95 5D ?5 ?=K9F95? 45 :6G=?;D9=8 45G 6Q;BD9=8G 85 ?19A<=G58D <BGP ?5G <=?NK=85G

=8D ^ =; F=D6G! /8 5R5DP ?5G ?=K9F95?G 45 AB9??BK5G F=;:B8D 85 <5:A5DD58D K686:BL

?5A58D <BG 45 D:B9D5: 45G <=?NK=85G BJ5F <?;G 45 F=D6G! .B G5;?5 F=8D:B98D5 9A<=L

G65 <B: ?B A6DZ=4=?=K95 <=;: ?B F=8GD:;FD9=8 4; AB9??BK5 S# 5GD Q;5 ?5G AB9??5G

4=9J58D \D:5 F=8J5I5G! /8 5R5DP ?B A6DZ=4=?=K95 45 FB?F;? 9458D975 ?1=:958DBD9=8

41;85 98D5:EBF5 C <B:D9: 45 ?B <=G9D9=8 45G F58D:5G 45 K:BJ9D6 45G AB9??5G 45 <B:D

5D 41B;D:5 45 F5DD5 98D5:EBF5! #B8G ?5 FBG 45 AB9??5G F=8FBJ5GP ?5G 45;I F58D:5G 45

K:BJ9D6 <5;J58D \D:5 4; A\A5 F=D6 45 ?198D5:EBF5 5D B98G9 <:=J=Q;5: ;85 5::5;:

Page 106: Modélisation macroscopique des inondations fluviales et urbaines

!!

"#$%&'() *+ (,-./0'&.1 2)- ,30$'&.1- 2) %(.%$4$'&.1 %$(

/$ 5,'#.2) 2)- 6./05)- 7&1&-

89:; <=>?@A:B9B@>: 8A <=@:BA?C9DA+ /A D>8A 8A D9<DE< @8A:B@FA 9EB>G9B@HEAGA:B <9

I?J;A:DA 8A G9@<<A; D>:D9KA; I>E? JK@BA? B>EBA A??AE? E<BJ?@AE?A+

/A G9@<<9LA I>E? <=JD>E<AGA:B E:@8@GA:;@>::A< MG9@<<9LA 2N A;B D>:;B?E@B

;E? <A G9@<<9LA I>E? <A; JD>E<AGA:B; O@8@GA:;@>::A<; MG9@<<9LA P2N+ /A D>EI<9LA

A:B?A <A; 8AEQ G>8R<A; ;EII>;A HE=E:A G9@<<A 2 A;B @:BJL?9<AGA:B @:D<E;A 89:;

E:A G9@<<A P2+ ): ASABT DA<9 IA?GAB 8A ;=9;;E?A? HEA <A; JDU9:LA; <9BJ?9EQ 8=E:A

G9@<<A 2 :A ;A C>:B HE=9KAD E:A E:@HEA G9@<<A P2+

-E? <9 O9;A 8E G9@<<9LA P2T <A <>L@D@A< I?>8E@B 9EB>G9B@HEAGA:B <A G9@<<9LA

2 V I9?B@? 8E B?9DJ 8E D9:9< 2 C>E?:@ ;>E; C>?GA 8A I><W<@L:A;+ %>E? DU9HEA

;>GGAB 8A <9 I><W<@L:AT <9 D>BA 8E C>:8 zb,1D A;B ?A:;A@L:JA 9@:;@ HEA <9 <9?LAE?

b 8E D9:9< 2 ;E@K9:B <9 O@;;ADB?@DA C>?GJA I9? <=9QA 8E D9:9< 9K9:B AB 9I?R;

<A I>@:B D>:DA?:J >E IA?IA:8@DE<9@?AGA:B 9E B?>:X>: I>E? <A; AQB?JG@BJ; 8A <9

I><W<@L:A MK>@? 7@LE?A *+ P9N+

/A; @:BA?C9DA; 8E G9@<<9LA 2 ;>:B D>:;B?E@BA; <A <>:L 8A; @:BA?C9DA; P2 @:Y

BA?;ADBJA; I9? <9 I><W<@L:A I>?B9:B <A D9:9< 2 MK>@? 7@LE?A *+ PON+ /9 I><WY

<@L:A 8A ;EII>?B 8E D9:9< 2 :A 8>@B 8>:D I9; I9;;A? I9? <=E: 8A; ;>GGAB; 8E

G9@<<9LA; P2+ /A; G9@<<A; 2 ;>:B D>:;B?E@BA; V I9?B@? 8A <AE?; @:BA?C9DA; MK>@?

7@LE?A *+ PDN+

/9 D>:;B?EDB@>: 8E G9@<<9LA P2 8>@B ZB?A ?J9<@;JA A: I?JK>W9:B <9 D>:;B?EDB@>:

E<BJ?@AE?A 8E G9@<<9LA 2+ ): ASAB 89:; DA?B9@:A; D>:FLE?9B@>:;T E:A G9@<<A 2

IAEB D>:BA:@? E:A @:BA?C9DA 8=E:A G9@<<A P2 MK>@? 7@LE?A *+ [9N >E <9 G9@<<A 2

IAEB ZB?A E: I><WL>:A D?>@;J MK>@? 7@LE?A *+ [ON+

"A; D>:FLE?9B@>:; ;>:B I?>O<JG9B@HEA;T ;>@B I>E? <9 LA;B@>: 8A; G9@<<A; 8A

D9<DE< I9? <A D>8A ;>@B D9? A<<A; @:K9<@8A:B DA?B9@:A; UWI>BUR;A; ?J9<@;JA; MK>@?

-ADB@>: *+*+ N+ />?; 8A <9 K9<@89B@>: 8E G>8E<A 8A D>:;B?EDB@>: 8E G9@<<9LA 2T

@< A;B 9II9?E HEA <9 D>:;B?EDB@>: 8=E: G9@<<9LA P2 98JHE9B IA?GAB 8A ;=9S?9:Y

DU@? 8A; I?>O<RGA; D@BJ;+ ): ASABT <=E;9LA 8A G9@<<A; P2 D>EI<JA; ;A:;@O<AGA:B

I<E; L?9:8A; HEA <A; G9@<<A; 2 HE=A<<A; D>:B@A::A:B 9@:;@ HEA <=EB@<@;9B@>: 8=E:

G9@<<9LA P2 9W9:B JBJ D>:XE I>E? ;EII>?BA? <A G9@<<9LA 2 A;B D>:;A@<<J MK>@?

7@LE?A *+ *N+

/A; JHE9B@>:; E:@8@GA:;@>::A<<A M[+*\N AB O@8@GA:;@>::A<<A M[+*]N ;>:B 8>:D

8@;D?JB@;JA; ;E? <A G9@<<9LA 9@:;@ >OBA:ET DU9HEA G9@<<A 2 JB9:B 9;;>D@JA V <9

G9@<<A P2 HE@ <9 D>:B@A:B+

/A; 8@SJ?A:BA; JB9IA; 8A ?J;><EB@>: 8A; JHE9B@>:; 8A I?>I9L9B@>: I9? <9 GJY

BU>8A 8A; K><EGA; F:@; >:B B>EBA; JBJ AQI<@D@BJ;+ /A D>8A 8A D9<DE< -^ P2

D>??A;I>:8 V <9 I?>L?9GG9B@>: A: C>?B?9: 8A DA; 8@SJ?A:BA; JB9IA; 8A D9<DE<+ /A

DU9I@B?A ;E@K9:B ;=@:BJ?A;;A V <9 K9<@89B@>: AB V <=JK9<E9B@>: 8A; IA?C>?G9:DA; 8A

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Page 107: Modélisation macroscopique des inondations fluviales et urbaines

interface des mailles 2Dpolyligne de support du canal 1Dlargeur du canal 1D

polyligne de support du canal 1Dlargeur du canal 1Drives du canal 1D

interface extérieure 1D

maille 1D

interface intérieure 1D

Page 108: Modélisation macroscopique des inondations fluviales et urbaines

interface des mailles 2D

interface des mailles 1Dinterface intérieure

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largeur du canal 1Dmaille 1D croisée

polyligne de support du canal 1D

interface intérieure 1D (pas de résolution d’un problème de Riemann)

interface des mailles 2D (résolution d’un problème de Riemann)

interface extérieure 1D (résolution d’un problème de Riemann)

Page 109: Modélisation macroscopique des inondations fluviales et urbaines

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Page 110: Modélisation macroscopique des inondations fluviales et urbaines

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φ (x) =

ax2 + bx+ c B:x ∈ [Xm − L0;Xm + L0]φ0 B:A6A

F+, I

a =φ0 − φm

L20, b = −2aXm, c = φ0 + a

(

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Page 111: Modélisation macroscopique des inondations fluviales et urbaines

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<=@@8:<;8BG M

hd = hu − huu2u

φ (ghu − u2u)(φu − φd) N !TG

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6?6B 8>< h = 1, 1m! /=D@ B8 26> <8>< <@6:>2@;<;LD8 T1,transJ =: C8D< 5=:<@8@ LD8

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B8 26> <8>< <@6:>2@;<;LD8! $ B6 B;5;<8 6?6B 7D 7=56;:8J D:8 2=:7;<;=: RD?;6B8 8><

;5C=>48 M h = 0, 811m! %6 C=>;<;=: 7D @8>>6D< 3W7@6DB;LD8 8>< 74<8@5;:48 8:

26B2DB6:< B6 B;F:8 7K86D 78CD;> Xm ?8@> BK6?6B 8< 78 BK8S<@45;<4 6?6B ?8@> BK65=:< X

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Page 112: Modélisation macroscopique des inondations fluviales et urbaines

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g %;;A5A@<=749 8@<B7=<=74996556 9, 81m s−2

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Page 113: Modélisation macroscopique des inondations fluviales et urbaines

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Page 121: Modélisation macroscopique des inondations fluviales et urbaines

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Page 122: Modélisation macroscopique des inondations fluviales et urbaines

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Page 123: Modélisation macroscopique des inondations fluviales et urbaines

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Page 124: Modélisation macroscopique des inondations fluviales et urbaines

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Page 125: Modélisation macroscopique des inondations fluviales et urbaines

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Page 126: Modélisation macroscopique des inondations fluviales et urbaines

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Page 128: Modélisation macroscopique des inondations fluviales et urbaines

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5A30: 4:< 234 ?0<?068>4 3= 534 E<6F:34D 234 70=C<60:K 98= C=C 564?94C4 53 7086J<3

O =0?6443< :8 =<98]98 5: ;0802 53 734:<3 4:< 23 N985 3= 234 ?0<964+ -:< 20 E043

534 ?<9B24 38 298>D 23 ;93M;638= 53 -=<6;^23< 34= ;02C+ %0< 20 4:6=3D 2AC;9:23738=

34= C>023738= 795C264C ?9:< C102:3< 20 ;0?0;6=C 5: 29>6;632 O <3?<95:6<3 20 26>83

5A30: 9E43<1C3 O ?0<=6< 5: ;93M;638= 53 <:>946=C 9E=38:+

!"!"!# $%&'()*+,-%& . $+&+/ 0 &) 1 23)4

%9:< 20 ;98B>:<0=698 T "0802 O 8: XD R 3K?C<638;34 98= C=C <C0264C34 ?9:< 534

5CE6=4 53 15 l s−1D 40 l s−1 3= 60 l s−1+ /34 734:<34 53 @0:=3:<4 5A30: O 56IC<38=34

0E4;64434 498= ?<C438=C34 5084 23 =0E230: *+ _ ` 234 734:<34 E<:=34 498= ?<C438=C34

O 5084 23 =0E230: $+ 38 0883K3 $+ %9:< ;@0F:3 5CE6=D 234 1023:<4 3K?C<6738=0234

Page 129: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$%&'(#)*#+ '&,-(+&#+ ."/

Q = 15 l s−1 Q = 40 l s−1 Q = 60 l s−1

,0123114 567 8 567 98 567 8 567 98 567 8 567 98 567

:;:: :;: < :;::/ :;.:: :;:: :;."/ :;::=

.;>/ :;: ? :;::" :;.:" :;::@ :;."/ :;::=

@; @ :;: @ :;::/ :;:?: :;:: :;..: :;::

=;=? :;:@= :;::/ :;:<" :;::@ :;:? :;::

!"#$!% !.: A B41CD41 94 8ECF4CD 9G4EC HICD JE 2IKLMCDEF3IK N *EKEJ O KC P!

94 8ECF4CD 9G4EC IKF QFQ 2IKRDIKFQ41 O JE J3MK4 9G4EC F8QID3SC4 5TI3D U3MCD4

!.<7! *4FF4 94DK3VD4 41F 2EJ2CJQ4 4K 2I603KEKF J41 QSCEF3IK1 94 2IK14DTEF3IK 94

JE 6E114 4F 94 JE SCEKF3FQ 94 6ICT464KF 4K DQM364 H4D6EK4KF W

dh

dx=S0 − Sf

1− Fr25 !.:7

IX S0 = 0 2ED J4 2EKEJ 41F O RIK9 HJEF 4F IX Sf 41F 9QLK3 HED W

Sf =V 2

K2R4/3

h

5 !..7

5 !.:7 41F 9312DQF31Q4 O JGE394 9GCK 128Q6E 9G#CJ4D 4YHJ323F4 4F DQ1IJC4 94 HDI284

4K HDI284 O HEDF3D 94 JE 8ECF4CD 9G4EC 641CDQ4 O JGETEJ! ZCDEKF 241 4YHQD34K241;

J4 DQM364 9GQ2ICJ464KF QFE3F 4K 4[4F \CT3EJ! (J EHHEDE]F SC4 HICD CK 2I4^234KF 94

+FD32_J4D K = 90m1/3 s−1 J41 J3MK41 9G4EC F8QID3SC41 HE114KF HED JE SCE13 FIFEJ3FQ

941 HI3KF1 94 641CD41 ECY 0I3F41 9G4DD4CD1 HDV1! %ICD J4 9Q03F Q = 60 l s−1; JE2ICD04 K4 2IDD41HIK9 HE1 HICD CK4 TEJ4CD 5HICD x = 4, 54m7! (J 41F DEHH4JQ SC4

J4 6I9CJ4 O 6E1SC4 SC3 DVMJ4 J4 9Q03F 9EK1 J4 2EKEJ 41F HDQ231 O 5% HDV1! -41

J3MK41 9G4EC F8QID3SC41 HICD J41 9Q03F1 63KIDQ1 4F 6E`IDQ1 1IKF HDQ14KFQ41 HED J41

LMCD41 ,!.E 4F ,!.0 4K EKK4Y4 ,! %ICD J4 2I4^234KF 94 +FD32_J4D K = 90m1/3 s−1;JE J3MK4 9G4EC F8QID3SC4 HICD J4 9Q03F 63KIDQ HE114 HED JG4K1460J4 941 HI3KF1

94 641CD41 ECY 0I3F41 9G4DD4CD1 HDV1! -E TEJ4CD 94 JE DCMI13FQ HICD J4 2EKEJ

O KC K = 90m1/3 s−1 14DE 9IK2 2IK14DTQ4 HICD JG4K1460J4 941 2EJ2CJ1 4F 941

6I9QJ31EF3IK1 SC3 1C3T4KF!

!"!"!" #$%&'()*+,$% - .*)/*,%'0 1 2.)3

-41 HEDHE3KM1 CF3J31Q1 HICD FEH3114D J4 2EKEJ 51CD J4 RIK9 4F J41 0ID917 IKF HICD

9364K13IK 50 cm×20 cm×5 cm 5TI3D U3MCD4 !.?7! -41 HEDHE3KM1 KGQFEKF HE1 2EDa

DQ1 9EK1 JE 93D42F3IK 8ID3bIKFEJ4; J4 KI60D4 9G3KF4D142F3IK1 4KFD4 94CY HEDHE3KM1

HED CK3FQ 94 JIKMC4CD 9QH4K9 94 JE 6EK3VD4 9IKF 241 94DK34D1 1IKF 3K1FEJJQ1!

*41 3KF4D142F3IK1 H4CT4KF cFD4 O JGID3M3K4 94 FCD0CJ4K241 SC3 ECM64KF4KF JE DCa

MI13FQ EHHED4KF4 941 HEDHE3KM1! -41 2IKLMCDEF3IK1 CF3J31Q41 9EK1 JE 1C3F4 941

4YHQD34K241 H4CT4KF KQ24113F4D 3K93[QD4664KF 941 HEDHE3KM1 ID34KFQ1 4K JIKM IC

4K JEDM4! -4 2I4^234KF 94 DCMI13FQ E 9IK2 QFQ 2EJQ HICD J41 94CY 2IKLMCDEF3IK1!

Page 130: Modélisation macroscopique des inondations fluviales et urbaines

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Mesure pour Q=40 l.s-1 ±5% Théorique Q=40 l.s-1 Critique - Q=40 l.s-1

Mesure pour Q=60 l.s-1 ±5% Théorique Q=60 l.s-1 Critique - Q=60 l.s-1

!"#$% +, 1 2 #345676893: ;<9 =8>:<9 ;?<6@ ABC378D@<9 6E<F =<9 E6=<@79 <G5C78H

4<:A6=<9 53@7 =< F6=6>< ;@ F3<IF8<:A ;< .A78FJ=<7 53@7 =6 F3:K>@76A83: L #6:6=

M :@ N,

0<9 4<9@7<9 ;< B6@A<@7 ;?<6@ 7C6=89C<9 ;6:9 =<9 F6:6@G <: 567568:>9 93:A

9O:ABCA89C<9 ;6:9 =< A6P=<6@ +, Q =<9 4<9@7<9 P7@A<9 93:A 7<>73@5C<9 ;6:9 =<

A6P=<6@ %,! <: 6::<G< %, 06 4CAB3;3=3>8< ;< F6=F@= ;<9 =8>:<9 ;?<6@ ABC378D@<9

57C9<:AC< M =6 9<FA83: +,!,!, <9A F3:9<7EC<, '= 655676RA A3@A<S389 D@< 53@7 F<7H

A68:<9 4<9@7<9T =< 7C>84< ;?CF3@=<4<:A CA68A A377<:A8<=, &3@7 =<9 =8>:<9 ;?<6@

ABC378D@<9 <: 7C>84< A377<:A8<=T U+, VW <9A ;89F7CA89C< <A 7C93=@< ;< =?643:A E<79

=?6E6= M 567A87 ;< =6 E6=<@7 4<9@7C< <: 7C>84< A377<:A8<= <A =6 5=@9 <: 643:A

53998P=<, 06 F3:S73:A6A83: ;<9 =8>:<9 ;?<6@ ABC378D@<9 6E<F =<9 4<9@7<9 <G5C78H

4<:A6=<9 <9A 57C9<:AC< M =6 K>@7< +,!V <A <: K>@7<9 %,! <A %,X <: 6::<G< %, &3@7

=<9 4<9@7<9 <G5C784<:A6=<9 UA6:A <: F3:K>@76A83: Y<: =3:>Z D@?<: F3:K>@76A83:

Y<: =67><ZWT 8= 9<4P=< D@?8= O 68A 53@7 F<7A68:<9 4<9@7<9 @: ;CF6=6>< 9O9AC46A8D@<

UM =?6P9F899< x = 1, 20m 53@7 =6 F3:K>@76A83: Y<: =3:>Z <A M =?6P9F899< x = 0, 50m53@7 =6 F3:K>@76A83: Y<: =67><ZW, *: <[<AT F<9 4<9@7<9 93:A :<AA<4<:A 9@7C=<EC<9

567 765537A 6@ 7<9A< ;< =6 =8>:< ;?<6@ <A =<9 <77<@79 ;< 4<9@7< :< 5<74<AA<:A M

Page 131: Modélisation macroscopique des inondations fluviales et urbaines

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!"#$% !./ 0 1234532627 894:;2<8=6>? 45@; ?> A5=BC@;>625= D %>;4>2=C3 E!

4;25;2 4>3 F8 G@362B8; A86 :A>;6! *83 8;;8@;3 48@H8=6 I>@ <52=3 8= 4>;628J K6;8

894?2L@:83 4>; ?8 7>26 L@8 ?8 75=F F@ A>=>? =M:6>26 4>3 ;2C5@;8@38<8=6 4?>6 F@

7>26 F8 ?> 75;<8 F83 :?:<8=63 >N>=6 38;H23 O 3> A5=36;@A625=!

(? 836 =:>=<52=3 45332P?8 F8 A>?8; @= A58QA28=6 F8 +6;2AR?8; 45@; ?83 F8@9

A5=BC@;>625=3 8= 7>23>=6 >P36;>A625= F8 A83 H>?8@;3 S K = 55m1/3 s−1 45@; ?>

A5=BC@;>625= T8= ?>;C8U 86 K = 75m1/3 s−1 45@; ?> A5=BC@;>625= T8= ?5=CU!

!"!"!# $%&'()*+,-%& . /*-0)12 3 4/*5

*5<<8 45@; ?> A5=BC@;>625= 4;:A:F8=68V ?8 A>=>? F8 <83@;8 > :6: 6>4233:

F8 P;2L@83 F8 F2<8=325=3 22 cm× 11 cm× 5 cm! -83 <83@;83 F8 W>@68@;3 FM8>@

35=6 4;:38=6:83 F>=3 ?8 6>P?8>@ !." 86 F>=3 ?8 6>P?8>@ ,!X 8= >==898 ,! ->

<:6W5F5?5C28 F8 A>?>C8 F@ A58QA28=6 F8 +6;2AR?8; F:A;268 4;:A:F8<<8=6 > :6:

@62?23:8 45@; F83 F:P263 F8 15 l s−1 86 40 l s−1 45@; ?> A5=BC@;>625= T8= ?>;C8U 86

F8 15 l s−1 86 30 l s−1 45@; ?> A5=BC@;>625= T8= ?5=CU!

-> A5<4>;>235= F83 ?2C=83 FM8>@ 6W:5;2L@83 >H8A ?83 <83@;83 894:;2<8=6>?83

35=6 4;:38=6:83 O ?> BC@;8 !". 86 8= BC@;83 ,!Y 86 ,! 8= >==898 ,! -83 A5Z

8QA28=63 F8 +6;2AR?8; 5=6 :6: A>?:3 O K = 40m1/3 s−1 45@; ?> A5=BC@;>625= T8=

?>;C8U 86 O K = 49m1/3 s−1 45@; ?> A5=BC@;>625= T8= ?5=CU! %5@; A83 H>?8@;3V

?83 ?2C=83 FM8>@ 6W:5;2L@83 35=6 ;>235==>P?8<8=6 8= >F:L@>625= >H8A ?83 <83@;83

;:>?23:83! [= 5P38;H8 65@687523 @= F:A>?>C8 3N36:<>62L@8 8=6;8 ?83 ?2C=83 FM8>@

A>?A@?:83 86 <83@;:83 45@; ?8 F:P26 ?8 4?@3 7>2P?8 86 ?83 <83@;83 ?83 4?@3 O ?M>H>?!

*8 F:A>?>C8 48@6 K6;8 894?2L@: 4>; ?83 5=F@?>625=3 F8 ?> 3@;7>A8 ?2P;8 5P38;H:83

?5;3 F83 <83@;83 IH52; \2C@;8 !""J! *83 5=F@?>625=3 48@H8=6 K6;8 F@83 >@9 2=Z

68;362A83 8=6;8 ?83 P;2L@83 L@2 H28==8=6 48;6@;P8; 4:;25F2L@8<8=6 ?> 36;@A6@;8 F8

?M:A5@?8<8=6!

Page 132: Modélisation macroscopique des inondations fluviales et urbaines

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Théorique Q=15l s-1

Critique - Q=15l s-1

Mesure pour Q=15 l.s-1 ±5%

Théorique Q=40l s-1

Critique - Q=40l s-1

Mesure pour Q=40 l.s-1 ±5%

!" #$%&'()!*+$% ,-% .!)'-/

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Théorique Q=15 l.s-1Critique - Q=15 l.s-1Mesure pour Q=15 l.s-1 ±5%Théorique Q=30 l.s-1Critique - Q=30 l.s-1Mesure pour Q=30 l.s-1 ±5%Théorique Q=45 l.s-1Critique - Q=45 l.s-1Mesure pour Q=45 l.s-1 ±5%

0" #$%&'()!*+$% ,-% .$%'/

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Page 133: Modélisation macroscopique des inondations fluviales et urbaines

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Théorique Q=15l/s

Théorique Q=30l/s

Mesure pour Q=15 l.s-1 ±5%

Mesure pour Q=30 l.s-1 ±5%

Critique - Q=15l/s

Critique - Q=30l/s

!" #$%&'()!*+$% ,-% .!)'-/

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Théorique Q=15 l.s-1

Critique - Q=15 l.s-1

Mesure pour Q=15 l.s-1 ±5%Théorique Q=30 l.s-1

Critique - Q=30 l.s-1

Mesure pour Q=30 l.s-1 ±5%

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J K56B>:7 L!

Page 134: Modélisation macroscopique des inondations fluviales et urbaines

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%1234225 678 9 678 :9 678 9 678 :9 678

;<;; ;<;=; ;<;;! ;< + ;<;;!

;<=; ;<;>= ;<;;! ;< ; ;<;;!

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5QIRE475LGFDQ, 052 SFE4FG4JL2 :5 KF 3JG5 :D WJL: 5L O 39F7I 7FV5DE P ^ KHF7JLG

5G ^ KHFSFK :52 3JLMNDEFG4JL2 L5 2JLG :JL3 IF2 E5IER25LGR2,

052 7J:RK42FG4JL2 JLG RGR ERFK42R52 DL4XD575LG IJDE K5 :R14G G9RJE4XD575LG

47IJ2R :FL2 K5 3FLFK 62FL2 G5L4E 3J7IG5 :52 5% :H47IER3424JL :D 7J:DK5 ^

7F2XD528, 05 :R14G 4LV53GR 52G DG4K42R 3J775 3JL:4G4JL ^ KF K474G5 F7JLG, &JDE

KF 7J:RK42FG4JL !U K5 :R14G DL4GF4E5 52G 3JL2GFLG GJDG K5 KJLN :5 KF 253G4JL _ K5

7`75 :R14G DL4GF4E5 52G 4LV53GR :FL2 K5 K4G 74L5DE 5G :FL2 K5 39F7I 7FV5DE, %

KHFSFK< DL5 3JL:4G4JL ^ KF K474G5 5L 3JG5 52G 47IJ2R5,

052 K4NL52 :H5FD 7J:RK42R52 IJDE Q = 40 l s−1 2JLG IER25LGR52 ^ KF MNDE5

+,!@, &JDE K52 :R14G2 Q = 15 l s−1 5G Q = 60 l s−1< K52 3JDE152 2JLG GEF3R52

Page 135: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$%&'(#)*#+ '&,-(+&#+ ."/

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Page 136: Modélisation macroscopique des inondations fluviales et urbaines

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Hauteur d'eau modélisée avec SW2D

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Page 137: Modélisation macroscopique des inondations fluviales et urbaines

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%6>? H:3<>8? <3 C3B3C54H 789 C6789 I ?8B?67>5?8 <3 :548998 78 <JHC6><8=8;4 73;9

<8 <54 =5;8>? 84 73;9 <8 <54 =3A8>?K <8 ?3456 789 :5489989 8; <54 =5;8>? 3>@ :5489989

8; <54 =3A8>? 599>9 789 =89>?89 3 H4H C6=B3?H I C8<>5 599> 78 <3 =67H<593456;

L:65? M5E>?8 !"1N! &43;4 76;;H89 <89 5=B?HC5956;9 9>? <89 =89>?89 78 :548998K

<89 ?34569 =67H<59H9 96;4 8; 37HO>3456; 3:8C C8>@ 6P98?:H9! (< 3BB3?3Q4 46>48R659

O>8 <3 :548998 78 <JHC6><8=8;4 8; <54 =5;8>? =67H<59H8 3:8C +S."T 894 46>A6>?9

9>BH?58>?8 I C8<<8 8; <54 =3A8>? L<8 ?3456 ?8948 9>BH?58>? I .N! -3 U3>48>? 7J83>

H43;4 ;HC89935?8=8;4 B<>9 5=B6?43;48 8; <54 =5;8>?K <8 48?=8 78 R?6448=8;4 V 894

=65;9 5=B6?43;4 L<3 U3>48>? 5;48?:8;3;4 3> 7H;6=5;348>? 78 LW!0XNN! *8 ?3456

48;7 :8?9 . O>3;7 <8 7HP54 3>E=8;48 73;9 <3 =89>?8 6Y <3 75ZH?8;C8 78 U3>48>?

7J83> 8;4?8 <8 <54 =5;8>? 84 <8 <54 =3A8>? 894 ?8<345:8=8;4 =65;9 5=B6?43;48 B6>?

<89 R6?489 U3>48>?9 7J83> LC6??89B6;73;4 I >; 7HP54 5=B6?43;4N! #; ?8:3;CU8K

+S"T C3<C><8 789 :5489989 8; <54 =5;8>? B<>9 R35P<89 O>J8; <54 =3A8>?K 3:8C >;

?3456 O>5 48;7 :8?9 0, 85 B6>? 789 7HP549 5=B6?43;49!

%6>? 789 7HP549 5=B6?43;49 L84 76;C B6>? 78 R6?489 U3>48>?9 7J83>NK <J8Z84 78

<3 B?H98;C8 7> <54 =5;8>? 9>? <3 :548998 789 HC6><8=8;49 894 75=5;>H ;643==8;4

O>3;7 <3 ?>E6954H 7> <54 =5;8>? 894 98;95P<8=8;4 <3 =[=8 O>8 B6>? <8 <54 =3A8>?!

(< 98=P<8 76;C O>8 <8 C6=B6?48=8;4 78 +S."T 9654 B<>9 C6UH?8;4 B>59O>8 <8 ?3456

48;7 :8?9 . B6>? <89 7HP549 R6?49! \6>48R659K <8 C6=B6?48=8;4 F 5;C6UH?8;4 G 78

+S"T B8>4 [4?8 8@B<5O>H B3? <3 =3;5]?8 76;4 894 5=B69H8 <3 C6;75456; I <3 <5=548

3=6;4 L7HP54 >;5435?8 >;5R6?=8 9>? <3 98C456;N!

-89 :5489989 =67H<59H89 84 =89>?H89 96;4 B?H98;4H89 73;9 <8 43P<83> ^!" 84

Page 144: Modélisation macroscopique des inondations fluviales et urbaines

!" #$%&'()* +, )-./0(%(.

#12345678912 :;<98 #12=98912 7>7? K @m1/3 s−1ABC DEFCGB+= 25 l s−1 :;>H6I196 6HE87245?796H @h = 5 cmA +B

BC DEFCG!J= 30 l s−1 :;>H6I196 6HE87245?796H @h = 5 cmA +

!"#$!% +, K L *MN;69H2EHI 6;7?9I;HI N156 ?7 E12345678912 O 098 F92H56 17 cm P,

Q ?7 3456H R,+ H2 722HMH R, 0HI >98HIIHI F1=;?9I;HI I128 N?5I S79<?HI T5H EH??HI

FHI56;HIU H8 EH N156 ?VH2IHF<?H =HI =;<98I 8728 H2 ?98 F92H56 T5VH2 ?98 F7WH56 H8

N156 ?HI =H5M E1=HI =H E7?E5?, 0HI =9X;6H2EHI 1<IH6>;HI NH5>H28 Y86H HMN?9T5;HI

N76 ?H S798 T5H ?HI E1=HI =H E7?E5? S15629IIH28 ?7 >98HIIH F1ZH22;H I56 ?7 >H689[

E7?H =H ?V;E15?HFH28 7?16I T5H ?HI >7?H56I FHI56;HI I128 =HI >98HIIHI =H I56S7EH

@N59IT5H FHI56;HI 75 \188H56A, 0HI >98HIIHI HMN;69FH287?HI 128 ;8; 6HE7?E5?;HI,

0H =;<98 8187? 8672I98728 =72I ?H E727? H8 ?V]ZN18]^IH T5H ?H 67891 =HI >98HIIHI

F1ZH22HI I56 E]7T5H IHE8912 =V;E15?HFH28 HI8 ;47? 75 67891 =HI >98HIIHI FHI5[

6;HI @H2 I56S7EHA H2 ?98 F92H56 N76 67NN168 75M >98HIIHI H2 ?98 F7WH56 NH6FH88H28

=V;87<?96 ?H IZI8^FH I59>728 _

Q = V1D,recalcS1D + V2D,recalcS2DV1D,recalc

V2D,recalc=V1D,mes

V2D,mes

1` Q HI8 ?H =;<98 8187?U Sk ?7 IHE8912 =H ?V;E15?HFH28 k 7>HE k = 1D ou 2D aVk,mes 6HN6;IH28H ?7 >98HIIH FHI56;H H2 I56S7EH =H ?V;E15?HFH28 k H8 Vk,recalc

?7 >98HIIH F1ZH22H I56 ?7 IHE8912 =V;E15?HFH28, 07 6;I1?58912 =H EH IZI8^FH

NH6FH8 =H 6HE7?E5?H6 ?7 >98HIIH F1ZH22H @V1D,recalc H8 V2D,recalcA N156 E]7T5H

;E15?HFH28, 0HI >98HIIHI F1=;?9I;HI I128 7?16I H2 7=;T578912 7>HE ?HI >98HIIHI

F1ZH22HI HMN;69FH287?HI @>196 b9456H R,+ H2 722HMH RA,

!"!#!" $%&'()*+,-%& . /-, 0-&1)* 17 cm 2 345607

0HI HMN;69H2EHI I56 ?H ?98 F92H56 =H DEF =H ?764H 128 ;8; 6;7?9I;HI 7>HE 52

=;>H6I196 H2 N7619 F92EH =H +EF E1FFH E1286c?H 7>7? H8 N156 =HI =;<98I =H

25 l s−1 H8 30 l s−1, &76 79??H56IU ?H ?98 F92H56 2V;8798 N7I EH286; N76 67NN168 75

E727? =H FHI56H =5 S798 =HI =9FH2I912I =HI <69T5HI H8 N76N7924I, 0H ?98 F7WH56

H2 69>H 475E]H ;8798 H2 HXH8 F192I ?764H T5H ?H ?98 F7WH56 H2 69>H =6198H, 0HI

=9X;6H28HI HMN;69H2EHI 6;7?9I;HI I128 6H4615N;HI =72I ?H 87<?H75 +, K,

&156 ?HI F1=;?9I78912IU ?H =;<98 =VH286;H =5 F1=^?H E166HIN12=798 75 =;<98

HMN;69FH287? F7W16; =H +d @E166HIN12=728 Q ?7 F764H =VH66H56 =5 F1=5?H Q

F7IT5HIA, *2 HXH8U 52H N6HF9^6H I;69H =H F1=;?9I78912 7 ;8; 6;7?9I;H N156 ?H

=;<98 HMN;69FH287? F79I ?HI ?942HI =VH75 ;879H28 IZI8;F789T5HFH28 861N <7IIHI

N76 67NN168 75M ]758H56I =VH75 FHI56;HI,

0HI FHI56HI =H ]758H56I =VH75 I128 6H4615N;HI =72I ?H 87<?H75 R,! H2 72[

2HMH R, 07 E1FN7679I12 =HI ?942HI =VH75 F1=;?9I;HI 7>HE ?HI ]758H56I =VH75

FHI56;HI HI8 N6;IH28;H Q ?7 3456H +,BD N156 ?VHMN;69H2EH BC DEFCGB+= @H8 Q

?7 3456H R,K H2 722HMH R N156 ?VHMN;69H2EH BC DEFCG!J=A, '? 7NN767e8 T5H ?HI

Page 145: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$%&'(#)*#+ '&,-(+&#+ ./0

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Cote de la surface libre modélisée avec SW2D en lit mineur

Cote de la surface libre modélisée avec SW12D

!"#$% !"1 2 -34567 896:; <=8>?37>67 6@ A:;@6;B7 896:; <67;B>67 C=;B ?96DC>E

B365F6 "G.1F<GH" 8!

-9:I:3776<65@ 86 ?: ?3456 896:; <=8>?37>6 C:B +J"K 7;B ?67 50 CB6<36B7 F65@3E

<L@B67 67@ ?3> M ?: F=583@3=5 M ?: ?3<3@6 :<=5@!

Page 146: Modélisation macroscopique des inondations fluviales et urbaines

!" #$%&'()* +, )-./0(%(.

123456 7859: ;<7=126=56 >56?54? 65462@15;54? A1:6 @96656 B:5 156 ;56:>56 5CA=>2D

;54?9156 >=9126=56E F51156 A><7:2?56 A9> .G HI =?94? ?<:?5J<26 A1:6 A><FK56 756

L915:>6 5CA=>2;54?9156 B:5 F51156 A><7:2?56 A9> .GHI, &9> 92115:>6E 156 F<?56 75

19 6:>J9F5 12@>5 ;<7=126=56 A9> .GHI 45 6<4? A96 156 ;M;56 A<:> :45 9@6F2665

7<44=5 6:2L94? B:5 18<4 F<4627N>5 19 F<?5 54 12? ;245:> <: 54 12? ;9O5:>, #56 72JD

J=>54F56 6<4? 9FF>:56 P A><C2;2?= 756 5C?>=;2?=6 7: F9491 ;<7=126= Q ?>97:2694?

15 J92? B:5 156 F<472?2<46 12;2?56 9;<4? 5? 9L91 ;<72R54? 19 >=A9>?2?2<4 756 7=@2?6

54?>5 15 12? ;245:> 5? 15 12? ;9O5:>, #<;A?5 ?54: 756 2;A>=F262<46 6:> 15 F<5SD

F254? 75 >:3<62?=E 156 123456 7859: ;<7=126=56 >56?54? 4=94;<246 54 97=B:9?2<4

9L5F 156 ;56:>56 5CA=>2;54?9156,

056 ;56:>56 5CA=>2;54?9156 75 L2?56656 6<4? A>=654?=56 7946 15 ?9@159: T,! 54

9445C5 T, 09 F<;A9>926<4 756 L2?56656 ;<7=126=56 5? 756 L2?56656 ;56:>=56 56?

A>=654?=5 P 19 R3:>5 +,HU, 056 L2?56656 54 12? ;245:> ;<7=126=56 A9> 156 75:C

F<756 75 F91F:1 6<4? 6<:6D56?2;=56 Q 4=94;<246E .G HI A><7:2? 756 L2?56656

45??5;54? A1:6 A><FK56 756 L915:>6 <@65>L=56 B:5 .GHI, *4 >2L5 7><2?5E 156 75:C

1<32F2516 A><7:2654? 756 L2?56656 B:2 F<>>56A<4754? 9:C ;56:>56 5CA=>2;54?9156

9:C @<V?56 785>>5:>6 A>M? Q .GHI A><7:2? F5??5 J<26 756 L2?56656 A1:6 2;A<>?94?56

B:5 .G HI, *4 >2L5 39:FK5E 65:1 .GHI A><7:2? 756 L2?56656 B:2 F<>>56A<4754?

A<:> FK9B:5 7=@2? 9:C ;56:>56 5CA=>2;54?9156, &9> 92115:>6 5? F<4?>92>5;54? P

.GHIE 156 L2?56656 A><7:2?56 A9> .G HI 6<4? A1:6 J92@156 54 12? ;9O5:> B:854

12? ;245:> A<:> ?547>5 L5>6 :45 L2?5665 2754?2B:5 A<:> 15 7=@2? 75 30 l s−1, 05F<;A<>?5;54? 5CA=>2;54?91 ;<4?>5 =3915;54? 756 L2?56656 A1:6 J<>?56 54 12?

;245:>E F5 B:2 L91275>92? A1:?W? 15 F<;A<>?5;54? 62;:1= A9> .G HI,

I946 19 ;=?K<7<1<325 75 .G HIE :45 :42B:5 ;92115 @272;5462<445115 ;<D

7=1265 19 >2L5 7><2?5 5? 19 >2L5 39:FK5 7: 12? ;245:>, 09 L2?5665 75 18=F<:15;54?

56? 7<4F 19 ;M;5 A<:> 156 75:C >2L56, 056 L2?56656 A><7:2?56 A9> .GHI A<:>

FK9B:5 >2L5 6<4? A5: 72X=>54?56 ;926 6<4? 1=3N>5;54? A1:6 J<>?56 54 >2L5 39:FK5E

F5 B:2 F<>>56A<47 9: F<;A<>?5;54? 5CA=>2;54?91,

089491Y65 7: >9?2< 756 L2?56656 Vlit mineurVlit majeur ;<4?>5 =3915;54? B:5

65:1 .G HI >=:662? P >5A><7:2>5 F<>>5F?5;54? 156 L915:>6 5? 19 ?54794F5 5CA=>2D

;54?915 ZL<2> [23:>5 T,\ 54 9445C5 T], .GHI A><7:2? 54 5X5? :4 F<;A<>?5;54?

F<4?>92>5 P F51:2 <@65>L= 1<>6 756 5CA=>254F56,

!"!#!# $%&'()*+,-%& ./-, 0-&1)* 28 cm2 3"4506

&<:> F5??5 F<4R3:>9?2<4E 19 A><J<475:> FK<2625 A<:> 15 12? ;245:> =?92? 75 +F;

9L5F 756 7=@2?6 75 10 l s−1E 20 l s−1 5? 40 l s−1, &<:> FK9B:5 7=@2?E :4 F<4?>W15

9L91 72X=>54? 9 =?= ;26 54 A19F5 75 ;942N>5 P 39>94?2> :4 7=@<>75;54? 6:>

185465;@15 7: 124=92>5 7: 12? ;245:>, 056 5CA=>254F56 >=9126=56 6<4? >53><:A=56

7946 15 ?9@159: +, \, 056 ;56:>56 75 L2?56656 <4? =?= J92?56 :42B:5;54? A<:>

156 7=@2?6 7510 l s−1 5?40 l s−1, *4 5X5?E A<:> 20 l s−1 156 ;56:>56 65 6<4? 9L=>=56

2;A<662@156 F9> 156 ^<??5:>6 45 >56?9254? A96 7946 15 12? ;9O5:>, 056 ;56:>56

48=?9254? 7<4F A96 >5A>=654?9?2L56 75 19 L2?5665 78:4 12? 54 A9>?2F:125>,

056 ;56:>56 75 K9:?5:> 7859: 6<4? 6Y4?K=?26=56 7946 15 ?9@159: T,+ 54 94D

45C5 T Q 156 123456 7859: ;<7=126=56 6<4? B:94? P 51156 F<;A9>=56 9:C ;56:>56

Page 147: Modélisation macroscopique des inondations fluviales et urbaines

!"! #$%&'(#)*#+ '&,-(+&#+ ./.

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Page 148: Modélisation macroscopique des inondations fluviales et urbaines

!" #$%&'()* +, )-./0(%(.

#12345678912 :;<98 #12=98912 7>7? K @m1/3 s−1A"B"CDEBF G= 10 l s−1 :;>H6I196 6HD87245?796H

@h = 5 cmJ L = 13 cmA

K

"B"CDEBF"G= 20 l s−1 :;>H6I196 6HD87245?796H

@h = 10 cmA

+L

"B"CDEBF!G= 40 l s−1 :;>H6I196 6HD87245?796H

@h = 5 cmA

+C

!"#$!% +, L M *NO;69H2DHI 6;7?9I;HI O156 ?7 D12345678912 P 098 E92H56 28 cm Q,

HNO;69EH287?HI R ?7 3456H +,"S H8 R ?7 3456H T,C H2 722HNH T, 0HI ?942HI =UH75

E1=;?9I;HI 7>HD ?HI =H5N ?149D9H?I I128 I9E9?796HI O156 ?UH2IHE<?H =HI =;<98I HNO;V

69EH2875N, '? W 7 8158HX19I 52 =;D7?74H 7>HD ?HI >7?H56I HNO;69EH287?HI O156 ?HI

=;<98I =H 10 l s−1 H8 40 l s−1, 0H =;D7?74H O156 10 l s−1 ;8728 86YI X79<?H @92X;69H56

75 DH289EY86HA H8 529Z5HEH28 O156 ?U7<ID9IIH x = 1mJ 9? OH58 IUHNO?9Z5H6 O76

?HI [5D8578912I =H ?7 I56X7DH ?9<6H 1<IH6>;HI =56728 ?HI HNO;69H2DHI @>196 \9456H

+,"!DA,

0HI 67891I =HI >98HIIHI H2 ?98 E92H56 75N >98HIIHI H2 ?98 E7]H56 E1=;?9I; H8

HNO;69EH287? I128 O6;IH28;I R ?7 3456H +,^G, 0HI EHI56HI =H >98HIIHI I128 Z5728

R H??HI 6H4615O;HI =72I ?H 87<?H75 T,K H2 722HNH T H8 D1EO76;HI 75N >7?H56I

I9E5?;HI R ?7 3456H T,S H2 722HNH T,

0H 67891 E1=;?9I; O76 ._ ": D166HIO12= 75N >7?H56I HNO;69EH287?HI O156

?UH2IHE<?H =HI =;<98I, *2 6H>72D`HJ ?H D1=H =H D7?D5? ._": D7?D5?H 52 =;<98

Z59 D1a2D9=H 7>HD ?HI EHI56HI 529Z5HEH28 O156 40 l s−1, 0HI >98HIIHI I9E5?;HI

I128 Z5728 R H??HI I15IVHI89E;HI O76 67OO168 75N >7?H56I HNO;69EH287?HI, &76

79??H56IJ ?HI 8H2=72DHI 1<IH6>;HI O156 ?HI D12345678912I P 098 E92H56 7 cm Q H8

P 098 E92H56 17 cm Q I128 ;47?HEH28 1<IH6>;HI O156 DH88H D12345678912 b ._":

D7?D5?H =HI >98HIIHI H2 ?98 E92H56 O?5I X79<?HI Z5UH2 ?98 E7]H56 H8 DH R ?U92>H6IH

=H ._ ":,

!"!#!$ %&'() *) +,-&./0,12

0HI =56;HI =H I9E5?78912 =HI ?149D9H?I ._": H8 ._ ": O156 ?HI D1234567V

8912I 6HD89?942HI I128 D1EO76;HI @>196 (7<?H75 +, CA, #1EEH O156 ?7 E1=;?9I7V

8912 =HI ;D15?HEH28I 6HD89?942HI 212 =;<16=728I @>196 .HD8912 +,",",!AJ ?H D1=H

=H D7?D5? ._ ": HI8 O?5I 67O9=H Z5H ._":, &156 ?UH2IHE<?H =HI D12345678912I

E1=;?9I;HIJ ?HI =H5N D1=HI X15629IIH28 =HI 6;I5?878I I9E9?796HI 7>HD 52 D1EO168HV

EH28 HNO;69EH287? 4;2;67?HEH28 E9H5N 6HO61=598 O76 ._ ":, 0H 4792 =H 8HEOI

HI8 D1EO69I H286H 1, 7 H8 10, 4 7>HD 52 4792 =U758728 O?5I 9EO168728 Z5H ?7 ?764H56

=5 ?98 E92H56 HI8 X79<?H =H>728 DH??H =5 ?98 E7]H56, ._ ": HI8 =12D O7689D5?9Y6HV

EH28 92=9Z5; O156 ?7 E1=;?9I78912 =U;D15?HEH28I 6HD89?942HI 7>HD =;<16=HEH28IJ

=72I ?7 EHI56H 1c 9? OH6EH8 =U1<8H296 =HI 6;I5?878I =H O6;D9I912 I9E9?796H R 52

D1=H <9=9EH2I9122H? H8 =;D69>728 E9H5N ?7 =9I869<58912 =HI >98HIIHI I56 ?7 IHD8912

H2 867>H6I O156 52 8HEOI =H D7?D5? E192=6H,

Page 149: Modélisation macroscopique des inondations fluviales et urbaines

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Page 150: Modélisation macroscopique des inondations fluviales et urbaines

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Page 151: Modélisation macroscopique des inondations fluviales et urbaines

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Page 182: Modélisation macroscopique des inondations fluviales et urbaines

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Théorique Q=14.25 l.s-1Critique - Q=14.25 l.s-1Mesure pour Q=15 l.s-1 ±5%Théorique Q=28.5 l.s-1Critique - Q=28.5 l.s-1Mesure pour Q=30 l.s-1 ±5%Théorique Q=42.75 l.s-1Critique - Q=42.75 l.s-1Mesure pour Q=45 l.s-1 ±5%

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Théorique Q=14.25l s-1

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Page 183: Modélisation macroscopique des inondations fluviales et urbaines

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Page 184: Modélisation macroscopique des inondations fluviales et urbaines

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Page 185: Modélisation macroscopique des inondations fluviales et urbaines

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Théorique Q=14.25 l.s-1

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Critique - Q=28.5 l.s-1

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Théorique Q=14.25l/s

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Page 186: Modélisation macroscopique des inondations fluviales et urbaines

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Théorique Q=15.3 l.s-1

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Théorique Q=15.75l/s

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Page 187: Modélisation macroscopique des inondations fluviales et urbaines

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Page 188: Modélisation macroscopique des inondations fluviales et urbaines

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Page 189: Modélisation macroscopique des inondations fluviales et urbaines

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Page 191: Modélisation macroscopique des inondations fluviales et urbaines

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Page 192: Modélisation macroscopique des inondations fluviales et urbaines

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Page 193: Modélisation macroscopique des inondations fluviales et urbaines

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Page 194: Modélisation macroscopique des inondations fluviales et urbaines
Page 195: Modélisation macroscopique des inondations fluviales et urbaines

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