Qt: 26 Qr:24 Qd:11Qe: 0(m3/s)

Qt: 23 Qr:9 Qd:23Qe: 0(m3/s)

Qt: 27 Qr:19 Qd:10Qe: 0(m3/s)

Qt: 11 Qr:16 Qd:10Qe: 4(m3/s)

Qt: 37 Qr:27 Qd:14Qe: 10(m3/s)

Qt: 24 Qr:16 Qd:15Qe: 0(m3/s)

Qt: 17 Qr:10 Qd:7Qe: 0(m3/s)

Qt: 20 Qr:1

7 Qd:10Qe: 7(m

3/s)

Qt: 10 Qr:0

Qd:15Qe: 5(m

3/s)

Qt: 20 Q

r:11 Q

d:6Qe:

0(m3/s

)

4.08

8.707

2.16

5.319

1.5332.841

1.008

1.676

1.504

1.66

1.59

1

1.404

2.353

0.747

0.47

1.941

1.456

2.425

2.065

3.227

0.625

5.144

1.373.464

2.426

0.915

V total: 819000m3

V total: 959600m3

V total: 903200m3

V total: 453300m3

V total: 673200m3

V total: 317400m3V to

tal: 303400m3

V total

: 728

800m

3

V total: 1400700m3

V total: 728800m3

746000

746000

747000

747000

748000

748000

749000

749000

750000

750000

751000

751000

752000

752000

753000

753000

44150

00

44150

00

44160

00

44160

00

44170

00

44170

00

44180

00

44180

00

44190

00

44190

00

44200

00

44200

00

00:00 12:00 00:00 12:00 00:00 12:0028Sep2009 29Sep2009 30Sep2009

Flow

(M3/

S)

0

5

10

15

20

25

30

35

40Junction "J SER" Results for Run "Run 5"

Run:RUN 5 Element:J SER Result:Outflow Run:RUN 5 Element:LLB-SER Result:Outflow Run:RUN 5 Element:SER Result:Outflow

0 1 000 2 000500Meters

·

Capacitat sèquies (m3/s)0.1

0.5

1

2.5

5

7.5

10

00:00 12:00 00:00 12:00 00:00 12:0028Sep2009 29Sep2009 30Sep2009

Flo

w (M

3/S)

0

2

4

6

8

10

12

14

16

18Junction "J JAM" Results for Run "Run 5"

Run:RUN 5 Element:J JAM Result:Outflow Run:RUN 5 Element:JAM Result:OutflowRun:RUN 5 Element:NOV-JAM Result:Outflow

00:00 12:00 00:00 12:00 00:00 12:0028Sep2009 29Sep2009 30Sep2009

Flow

(M

3/S)

0

2

4

6

8

10

12

14

16Diversion "C NOV" Results for Run "Run 5"

Run:RUN 5 Element:C NOV Resul t:Outflow Run:RUN 5 Element:C NOV Result:Combined InflowRun:RUN 5 Element:C NOV Resul t:Diverted Flow

00:00 12:00 00:00 12:00 00:00 12:0028Sep2009 29Sep2009 30Sep2009

Flow

(M3/

S)

0

5

10

15

20

Junction "J LLO" Results for Run "Run 5"

Run:RUN 5 Element:J LLO Result:Outflow Run:RUN 5 Element:LLO Result:Outflow Run:RUN 5 Element:LAB-LLO Result:Outflow

00:00 12:00 00:00 12:00 00:00 12:0028Sep2009 29Sep2009 30Sep2009

Flow

(M3/

S)

0

5

10

15

20

25

30Junction "J LLB" Results for Run "Run 5"

Run:RUN 5 Element:J LLB Result:Outflow Run:RUN 5 Element:LLO-LLB Result:Outflow Run:RUN 5 Element:LLB Result:Outflow

00:00 12:00 00:00 12:00 00:00 12:0028Sep2009 29Sep2009 30Sep2009

Flow

(M3/

S)

0

2

4

6

8

10

12

14

16

18Diversion "BR AXI" Results for Run "Run 5"

Run:RUN 5 Element:BR AXI Result:Outf low Run:RUN 5 Element:BR AXI Result:Combined Inf lowRun:RUN 5 Element:BR AXI Result:Div erted Flow

00:00 12:00 00:00 12:00 00:00 12:0028Sep2009 29Sep2009 30Sep2009

Flow

(M3/

S)

0

5

10

15

20

Junction "J PLT" Results for Run "Run 5"

Run:RUN 5 Element:J PLT Result:Outflow Run:RUN 5 Element:JAM-PLT Result:Outflow Run:RUN 5 Element:PLT Result:Outflow

00:00 12:00 00:00 12:0028Sep2009 29Sep2009

Flow

(M3/

S)

0

20

40

60

80

100

120

140Junction "Outlet" Results for Run "200909 A"

Run:200909 A Element:OUTLET Result:Outf low Run:200909 A Element:R220 Result:Outf lowRun:200909 A Element:R220W220 Result:Outf low Run:200909 A Element:SERRA ALT Result:Outf low

br1

00:00 12:00 00:00 12:00 00:00 12:0028Sep2009 29Sep2009 30Sep2009

Flow

(M3/

S)

0

2

4

6

8

10

12

14

16

18

20Junction "J POR" Results for Run "Run 5"

Run:RUN 5 Element:J POR Result:Outflow Run:RUN 5 Element:AXI-POR Result:Outflow Run:RUN 5 Element:POR Result:Outflow

Qt: Cabal total a drenarQd: Escorrentia recollida "in situ".Qr: Escorrentia rebuda de zones adjacents.Qe: Capacitat drenatges existents.

Barranc de BetxíInclou l'escorrentia recollida aigüesamunt de la AP7 i part de la CV18

Hipòtesis de partida:Es considera que tot el terreny agrícola està ocupat per camps de taronger en funcionament. Les parcel·les abandonades permeten major escorrentiu.L'area urbana de Borriana no aporta escorrentiu al conjunt.Les aigües recollides més amunt de la AP7 i part de la CV18 van a parar al Barranc de Betxí.

Esquema hidrològic(HMS)