stp excel

8/19/2019 STP excel

1/19

Appendix - 1

POPULATION OF DEVARHALLI & OTHER 60 VILLAGES UNDER MULTI VILLAGE SCHEME

Dis!i" #- D$%$n$e!i

T$'()$ #- C*$nn$i!iAs pe! Cens(s +001

S' N, GP N$e Vi'$e N$eP,p('$i,n

+001

1 De%$!$*$''i Devarahalli 4140

2 Devarahalli LT 640

3 Chikka Devarahalli 79

4 V. Ramanahalli 921

5 Ramagondanahalli 593

6 .,nd$d$*$''i Kondadahalli 1712

7 Chikkda 1249

! "im#a$ra 343

9 .$)$n(! Kakanr 234!

10 N(e*$''i "ggehalli 1739

11 "ee%higere 10!4

12 "ee%higere LT 345

13 .$$*(! &ireda 16!5

14 &ireda 'ollarha%%i 231

15 &ireda LT 5!3

16 G$!$$ 'araga 17!4

17 'llahalli 999

1! &onna(akanahalli !69

19 /('s$$!$ &a%%i 1291

20 )kalika%%i 10

21 /$nni*$i *anniha%%i 146422 &o+a *anniha%%i 65

23 Ai*$''i ),,ihalli 2219

24 Chikklikere !90

25 -nagere 7!5

8/19/2019 STP excel

2/19

S' N, GP N$e Vi'$e N$eP,p('$i,n

+001

26 M(die!e digere 1254

27 denahalli 592

2! *++enahalli 10!4

29 *illahalli 1331

30 Donnahalli 724

31 Thimala$r 110

32 Chanenahalli 35!

33 Hi!e$'$'i &iremalali 1633

34 Chikkamalali 626

35 elanaikana Ka%%e !99

36 *(ranahalli 32537 'alihalli 616

3! )+%a$anahalli 451

39 *elavan%halli 425

40 C*i!d,ni Chirdoni 4!73

41 /a(an%i nagar 1725

42 C*i))$ G$n(! Chikka 'angr 1943

43 &ire 'angr 1564

44 erag%%ahalli 76!

45 Channa$r 1402

46 H,die!e &odigere 4029

47 He$'$e!e &e##alagere 200!

4! .,!i)e!e Kor%ikere 1470

49 -he%%ihalli 923

50 ada$ra 3!3

51 H$!en$*$''i &arenahalli 994

52 arehalli 1235

53 'o$anahal 33!

54 &o+ahalli 491

55 2,'$d$*$' /oladahal 1466

56 'anadaka%%e 1335

57 &o+r 3!4

5! -ar%hi 97!

59 H,nne$e &onne#age 30!9

60 ahanaikanahalli !40

61 "ara+he%%ihalli !39

G!$nd T,$' 31435

8/19/2019 STP excel

3/19

Appendix - 5

P,p('$i,n P!,e"i,n & $e! De$nd An$'7sis

1. o$la%ion on+idered #a+ed on 2001 Cen++ Re$or%

2. o$la%ion ro,e%ion #a+ed on "a%ional )verage 'ro%h e%hod i.e. 20 $er deade.

3. re+en% (ear2007 The ear hen %he DR i+ +#mi%%ed 8or a$$roval.

4. -ore Re:iremen% 8or 30 (ear+ i.e. ;or %he (ear 2037.

5.

8/19/2019 STP excel

4/19

Vi''$e N$e Re$!)s

1 + 5 8 4 6 3 9 : 10

S'N,

P,p('$i,n +001

P!esenP,p('$i,

n +003

P!,e"edP,p('$i,

n +011

P!,e"edP,p('$i,n

+0+1

P!,e"edP,p('$i,

n +0++

P!,e"edP,p('$i,

n +051

P!,e"edP,p('$i,

n +053

21 *anniha%%i 1464 1640 1757 2109 2152 2531 2!35

22 &o+a *anniha%%i 65 73 7! 94 96 113 127

23 ),,ihalli 2219 24!6 2663 3196 3260 3!36 4297

24 Chikklikere !90 997 106! 12!2 130! 1539 1724

25 -nagere 7!5 !!0 942 1131 1154 135! 1521

26 digere 1254 1405 1505 1!06 1!43 216! 242927 denahalli 592 664 711 !54 !72 1025 114!

2! *++enahalli 10!4 1215 1301 1562 1594 1!75 2100

29 *illahalli 1331 1491 159! 191! 1957 2302 2579

30 Donnahalli 724 !11 !69 1043 1064 1252 1403

31 Thimala$r 110 124 132 159 163 191 214

32 Chanenahalli 35! 401 430 516 527 620 695

33 &iremalali 1633 1!29 1960 2352 2400 2!23 3162

34 Chikkamalali 626 702 752 903 922 10!4 1215

35 elanaikana Ka%%e !99 1007 1079 1295 1321 1554 1741

36 *(ranahalli 325 364 390 46! 47! 562 630

37 'alihalli 616 690 740 !!! 906 1066 1194

3! )+%a$anahalli 451 506 542 651 665 7!2 !7639 *elavan%halli 425 476 510 612 625 735 !24

40 Chirdoni 4!73 545! 5!4! 701! 7159 !422 9433

41 /a(an%i nagar 1725 1932 2070 24!4 2534 29!1 3339

42 Chikka 'angr 1943 2177 2332 2799 2!55 3359 3763

43 &ire 'angr 1564 1752 1!77 2253 2299 2704 3029

44 erag%%ahalli 76! !61 922 1107 1130 1329 14!9

45 Channa$r 1402 1571 16!3 2020 2061 2424 2715

46 &odigere 4029 4513 4!35 5!02 5919 6963 7799

8/19/2019 STP excel

5/19

Vi''$e N$e Re$!)s

1 + 5 8 4 6 3 9 : 10

S'N,

P,p('$i,n +001

P!esenP,p('$i,

n +003

P!,e"edP,p('$i,

n +011

P!,e"edP,p('$i,n

+0+1

P!,e"edP,p('$i,

n +0++

P!,e"edP,p('$i,

n +051

P!,e"edP,p('$i,

n +053

47 &e##alagere 200! 2249 2410 2!92 2950 3471 3!!!

4! Kor%ikere 1470 1647 1764 2117 2160 2541 2!46

49 -he%%ihalli 923 1034 110! 1330 1357 1596 17!!

50 ada$ra 3!3 429 460 552 564 663 743

51 &arenahalli 994 1114 1193 1432 1461 1719 1926

52 arehalli 1235 13!4 14!2 1779 1!15 2135 239253 'o$anahal 33! 379 406 4!! 49! 5!6 657

54 &o+ahalli 491 550 590 70! 723 !50 952

55 /oladahal 1466 1642 1760 2112 2155 2535 2!40

56 'anadaka%%e 1335 1496 1602 1923 1962 230! 25!5

57 &o+r 3!4 431 461 554 566 665 745

5! -ar%hi 97! 1096 1174 1409 143! 1691 1!94

59 &onne#age 30!9 3460 3707 4449 453! 5339 59!0

60 ahanaikanahalli !40 941 100! 1210 1235 1452 1627

61 "ara+he%%ihalli !39 940 1007 1209 1234 1451 1626

G!$nd T,$' 31435 9019: 94:06 105110 104+03 1+5344 159654

8/19/2019 STP excel

6/19

Appendix - 5

$e! De$nd An$'7sis

Village "ame

veralllo++e+

o$la%ion 8or 2022

8/19/2019 STP excel

7/19

Village "ame

8/19/2019 STP excel

8/19

Village "ame

8/19/2019 STP excel

9/19

As!$" ,< Desin Re=(i!een

ear

20 Lo++e+ added in -e:en%ial anner

Remark+

To%al To%al

1 + 5 8 4 6 3 9 : 10 11 1+ 15

1 2001 71573 2!62920 2!6292 3149212 157461 3306672.6 165334 583+006 5725!4 5854408

2 2007 !01!9 3207560 320756 352!316 176416 3704731.! 1!5237 599::69 641512 598:03+3 2022 105207 420!2!0 420!2! 462910! 231455 4!60563.4 24302! 41054:+ !41656 408::56

4 2037 13!635 5545400 554540 6099940 304997 6404937 320247 63+4198 11090!0 6648890

;rom )#ove Ta#le

1. -ore Re:iremen% i.e. 8or 30 (ear+ ear 2037 a+ $er modi8ied li+% o8 village+

)+ $er -e:en%ial addi%ion o8 lo++e+ 10?5?5 67251!4 L$d

)+ $er >verall addi%ion o8 lo++e+ 20 66544!0 L$d

&ene di88erene 70704 L$d

2. verall addi%ion o8 lo++e+ 20 5049936 L$d

&ene di88erene 53655 L$d

-l"o

To%alo$la%ion

verall

Di+%ri#%ion

lo++e+ o810

8/19/2019 STP excel

10/19

An$'7sis ,< Vi''$e->ise S,!$e C$p$"i7 !e=(i!een ?

8/19/2019 STP excel

11/19

Village "ame

F,! *e 7e$! +0++

Remark+

1 + 5 8 4 6 3 9

-l"o

o$la%ion2001 o$la%ion

8or 2022

8/19/2019 STP excel

12/19

Village "ame

F,! *e 7e$! +0++

Remark+

1 + 5 8 4 6 3 9

-l"o

o$la%ion2001 o$la%ion

8or 2022

8/19/2019 STP excel

13/19

Devarhalli 60 village+

"ike%an Con+l%an%+

Appendix - 4

Hydraulic Designs

Head works Components

1) Intake wellType of Construction : RCC (M-20)

Dia of Well : 3.0 Meter Mechinical screening ith silt catch !it :

Dia of entry pipes : "00 ##

2) Design of Intake Pipe

6725 Cm@da(

-a( 6725 Cm@da(

When 20 hours of supply is consi$ere$ % 6725 A336.25 Cm@hor 20

336.25 Cm@hor B 2.5 A !40.625 Cm@hor

A

0.! m@+e

&' %

A

0.234

V 0.!

There8ore D A291!.!37 B 4

Cm+ -a( 650 mm dia3.*2

+ence, proi$e "00 ## $ia pipe consi$ering the siltation prole#s in the pipe line.

HYDRA!IC D"#I$% &' (P C&*P&%"%#

% 15 (ear+

% 5104 Cm@da(

20 hor+

Discharge per hour, % /0* Cm@hor A 255.2 Cm@hor

20 hor+

v Discharge for 30 years, %

v +ourly Discharge,

v f 2./ ti#es of re1uire#ent is consi$ere$ for intae $esign,

v Therefore $ia#eter of ntae pipe if ' %

or 20 hours & %of 4upply

v Design perio$

v Discharge

v When Ra Water pu#ping is consi$ere$ for

8/19/2019 STP excel

14/19


"ike%an Con+l%an%+

Considering recommended parameters for adoption in design

1 Cascade +$ra,ity) ype aerator

Ra ater pu#ping rate%

/0*% 2// Cu#5hr

consi$ering total De#an$ 20*0 cu#5D 6 20 hours of pu#ping 20

&rea of aerator re1uire$ at the rate of 0.0*/ s1#5Cu#5hr % 0.0*/ 7 2// Cu#5hr

% .*8* 41#

Rise of each step of casca$e if / steps a$opte$%

/0% 30 C#

/

*

3

./#

2

0./0

D % 0./0 #(as assu#e$)

%3.* 9 - 3.* 9

%./ 41#

* * *.00

%3.* 9 - 3.* 7 0./00

% ./* *

%3.* 9 - 0."; % ./

*

% D-2 % (./ < 0.";) 7 *

3.*

% 3.8; # 4ay *

Wi$th of each step % *.00 - 0./% 0.3/ # #ay -. Cm

0

Design of collecting weir

&ssu#e elocity of 0.30 #54ec

uantity of Water to e carrie$ %%

2//.20% === Cu#54ec

3;00

in half portion ;0 7 ;0 7 2

&rea of eir re1uire$ to collect 6 coney%

0.03/% 0.2 41#

0.3

&ssu#e i$th of channel as % 0.>/ #

Depth of of channel%

0.8% 0.; #

0.>/

0.22 # ie 0.2% 0.;

0.>/

Total $epth of channel at otto# % 0.3 < 0.; % 0.*/8 #

Wi$th % 0.>/ #

Depth % 0.;0 #

?uter $ia of casca$e if 2 c# thic all a$pote$ for channel at the periphery.

?uter $ia of casca$e % 0.2 < 0.>/ < * < 0.>/ < 0.2

!roi$e outer Dia of % /.>* #

4ay % ; #

f $ia of inlet pipe is 300##, then @@ steps area D2 $ia of otto# step D $ia ofinlet pipe

D-22 D-2

D-22

D-22

os er ng a o ept o # an c anne t o>/c# %

+oeer let us a$opt Consi$eringoerloa$ing re1uire#ent

8/19/2019 STP excel

15/19


"ike%an Con+l%an%+

Hydraulic design of #ettling ank

#l %o Description 'or 2/ 0ours of pumping

Water Re1uire#ent per $ay in Cu# /0*

2 Detention !erio$ in +ours 3

3 Au#er of partition Bnits 2

* Total Capacity re1uire$ 2//.2 7 3

% >;/.; Cu#

/ Capacity of each unit >;/.;0 5 2

% 382.8 Cu#

; Depth of Tan assu#e$ 3 Mtrs

> +ence, area of each unit 382.80 5 3

% 2>.; 41#

8 ength to @rea$th ratio 2 :

" @rea$th of Tan, @ 2>.;0 5 2

>."" #

4ay 8 #

0 ength of Tan, 8 Mtr 7 2

% ; #

4urface loa$ per $ay in Cu#541#5$ay

/0*5(@2)

"."* E 3; Cu#5#5$ay

&ene >K

2 ( /0* 52 ) 5 8

3" E 300 Cu#5#5$ay

+ence Aot ?

Weir loa$ing per Meter lengthCu#5M5$ay

8/19/2019 STP excel

16/19


"ike%an Con+l%an%+

Re,ised Hydraulic design of #ettling ank

Reise$ length of eir to " #eter 6 ength of Tan to 8 #eter

#l %o Description 'or 2/ 0ours of pumping

Water Re1uire#ent per $ay in Cu# /0*

2 Detention !erio$ in +ours 3

3 Au#er of partition Bnits 2

* Total Capacity re1uire$ 2//.2 7 3

% >;/.; Cu#

/ Capacity of each unit >;/.;0 5 2

% 382.8 Cu#

; Depth of Tan assu#e$ (4WD) 2./ Mtrs

> +ence, area of each unit 382.80 5 2./

% /3.2 41#

8 ength to @rea$th ratio 2 :

" @rea$th of Tan, @ /3.2 5 2

8.>/ #

4ay " #

0 ength of Tan, " Mtr 7 2

% 8 #

4urface loa$ per $ay in Cu#541#5$ay

/0*5(@2)

/.>/ E 3; Cu#5#5$ay

&ene >K

2 ( /0* 52 ) 5 "

28* E 300 Cu#5#5$ay

+ence ?

NOTE #-

Weir loa$ing per Meter lengthCu#5M5$ay

;lola%ion Tank i+ no% on+idered a+ no alm do+ing #e done hen-lo +and 8il%er+ are ado$%ed. )+ %he 8il%er #ed+ ill #e logged i%hCoaglan%+ +ine #ak a+hing no% done. &oever +im$le mehanialagi%a%ion an #e ahieved #( $roviding 450 #a88le in en%r( hannel o8-e%%ling Tank.

8/19/2019 STP excel

17/19


"ike%an Con+l%an%+

/$'$n"in T$n) Desin

8/19/2019 STP excel

18/19


"ike%an Con+l%an%+

Design of #low #and 'ilter

-lo -and ;il%er ork+ 8or 24 hor+

5104 Cm@da(

Cm@hor

Con+ider ra%e o8 8il%ra%ion A 0. Cm@-:m@&r

There8ore %o%al area o8 8il%ra%ion re:ired A212.67

0.11

A 1933.33 -:m%r+

-a( 2000.00 -:m%r+

)+ $er C&FF> manal nm#er o8 8il%er #ed+ re:ired 8or 650 1200 -:m i+ 5 "o+.

nm#er o8 8il%er #ed+ re:ired 8or 1201 2000 -:m i+ 6 "o+.

A ! "o+

E",n,i"$' desin ,< SSF

l A leng%h o8 8il%er %ank # A #read%h o8 ;T

%2& ) A To%al )rea A 2000 -:m

n?1 n A "o o8 8il%er #ed+ A ! "o+

A2 B )

A2 B 2000.00

A 88888n ? 1 ! ? 1

l A 444.44 21.0! -a( 21.25 %r

) A nl#

&ene # A )

A2000

-a( 11.!0nl ! B 21.25

There8ore $rovide ! no+ o8 8il%er #ed+ o8 +iGe 21.25 m B 11.!0 m eah.

v Water to e treate$, per $ay %

;or -(mme%rial on+%r%ion on+ider %he nm#er o8 8il%er #ed+ al+o on+idering-%r%ral re:iremen%+ E.e. orela%ed i%h large area o8 8il%er #ed+

l2

'+

8/19/2019 STP excel

19/19


P(!e $e! S(p Desin

stp excel

Documents