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Calculation

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Calculation
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12/3/2011
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TIMEINTERVAL(min) 60

MUSKINGUMK 5

MUSKINGUMX 0.3

NUMBERREACHES 1

NUMBERFLOWS 287

INITIALSUBREACHOU FINALSUBREACH INFLOW(m3/s) OUTFLOW(m 3/s)

TFLOW(m 3/s) OUTFLOW(m 3/s)

0 1.18317E-08 0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

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0 0

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0 0

0 0

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0 0

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0.023269128 -0.005817282

0.080549348 -0.012865735

0.176426773 -0.01348132

0.260915868 0.012873429

0.315395175 0.061264212

0.33413975 0.120110809

0.316534008 0.17801948

0.267748866 0.224844398

0.211392023 0.249659725

0.158639433 0.253280947

0.116782705 0.240084751

0.093101135 0.215179632

0.083851964 0.1869723

0.081697415 0.161730853

0.082011364 0.141644007

0.082746988 0.12655194

0.082873183 0.115569153

0.086314306 0.10653488

0.097153225 0.098770007

0.118438629 0.09304446

0.145621341 0.092597325

0.171015777 0.09950472

0.188704624 0.112960273

0.195066699 0.130305842

0.192682844 0.147092019

0.183527551 0.160778549

0.167068336 0.170580603

0.141276847 0.176150409

0.111185494 0.174954856

0.081975968 0.166314898

0.057424883 0.151367936

0.039426705 0.132381717

0.027479732 0.112129708

0.019226271 0.093030579

0.013335119 0.07605229

0.009287645 0.061384866

0.006442101 0.049071946

0.004455299 0.038911185

0.003040992 0.030650791

0.002020659 0.024003424

0.001311197 0.018685098

0.00083104 0.014461662

0.000510936 0.011134033

0.000280091 0.00853597

0.000123117 0.006511244

3.07793E-05 0.004937296

0 0.003718362

0 0.002788772

0 0.002091579

0 0.001568684

0 0.001176513

0 0.000882385

0 0.000661789

0 0.000496341

0 0.000372256

0 0.000279192

0 0.000209394

0 0.000157046

0 0.000117784

0 8.83381E-05

0 6.62536E-05

0 4.96902E-05

0 3.72676E-05

0 2.79507E-05

0 2.0963E-05

0 1.57223E-05

0 1.17917E-05

0 8.84379E-06

0 6.63284E-06

0 4.97463E-06

0 3.73097E-06

0 2.79823E-06

0 2.09867E-06

0 1.574E-06

0 1.1805E-06

0 8.85377E-07

0 6.64033E-07

0 4.98025E-07

0 3.73518E-07

0 2.80139E-07

0 2.10104E-07

0 1.57578E-07

0 1.18184E-07

0 8.86377E-08

0 6.64783E-08

0 4.98587E-08

0 3.7394E-08

0 2.80455E-08

0 2.10341E-08

0 1.57756E-08

0 1.18317E-08

Instruction

1. Place "LibHydro.dll" in C:\temp\

2. Input the values for yellow boxes

3. Push the button "Muskingum" to calculate outflows

4. Push the button "Graph" to draw a graph







Muskingum





Graph

6.1 ROUTEMUSKINGUM Muskingum Routing



Purpose:

Performs hydrograph routing using Muskingum method.



Calling Sequence:

CALL RouteMuskingum (timeInterval, muskingumK, muskingumX, numberReaches,

initialSubreachOutflow, finalSubreachOutflow, numberFlows, inflow, outflow, errorCode,

errorMessage)

Declarations:

INTEGER TIMEINTERVAL

DOUBLE PRECISION MUSKINGUMK. MUSKINGUMX

INTEGER NUMBERREACHES

DOUBLE PRECISION INITIALSUBREACHOUTFLOW(NUMBERREACHES)

DOUBLE PRECISION FINALSUBREACHOUTFLOW(NUMBERREACHES)

INTEGER NUMBERFLOWS

DOUBLE PRECISION INFLOW(NUMBERFLOWS), OUTFLOW(NUMBERFLOWS)

INTEGER*4 ERRORCODE

CHARACTER ERRORMESSAGE*80

Augument Description:

TIMEINTERVAL (Input) Time interval, minutes

MUSKINGUMK (Input) Muskingum K, hours. muskingumK is divided by

numberReaches to obtain travel time for each subreach.



MUSKINGUMX (Input) Muskingum x

NUMBERREACHES (Input) Number of routing reaches. muskingumK is divided by

this value and routing is repeated for each reach.

INITIALSUBREACHOUTFLOW (Input) Initial outflow for each subreach, m3/s

FINALSUBREACHOUTFLOW (Output) Final outflow for each subreach, m3/s.

NUMBERFLOWS (Input) Number ofhydrograph ordinates.

INFLOW (Input) Inflow hydrograph ordinates, m3/s.

OUTFLOW (Output) Routed hydrograph ordinates, m3/s.

ERRORCODE (Output) Coded integer indicating error number, severity and

ERRORMESSAGE (Output) Errormessage. See Remarks.

Remarks:

Flows are routed using the formula Oi=(ca-cb)Ii-1+cbIi+(1-ca)Oi-1 where

ca=2Δt/2K(1-x)+Δt, and Δt-2Kx/(2K(1-x)+Δt

Initial outflow is required for each subreach. Initial inflow for the first subreach in the fIrst hydrograph

ordinate. Initial inflow for each subsequent subreach is the initial outflow from the subreach

immediately upstream.

For error codes 1 and 2, outflow is set to undefmedDbl.

Muskingum routing is stable when 1/2(1-K)≤K/Δt≤1/2x



Error severity errorMessage

0 0

11 4 Muskingum routing is unstable with the given .parameters.

12 4 Invalid Muskingum parameters: K = xxx, x = xxx, Number of reaches = nnn

Subroutines Called:


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