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LR706 East African Flood Model_ Fiddes - Transport for Development

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In finite difference<br />

<strong>for</strong>m<br />

av<br />

KM= /<br />

VR – VL<br />

2Ax<br />

ay<br />

-/ ax M =<br />

YR – YL<br />

2AX<br />

av<br />

ZP /<br />

=<br />

VP – VM<br />

At<br />

ay<br />

-/ at P =<br />

q=<br />

YP-YM<br />

At<br />

Qin<br />

Ax<br />

Substituting in Equ (1)<br />

YR2 VR – YL2 VL + (YP t YM) (YP - YM)<br />

——.<br />

Qin _ ~<br />

2Ax At mAx -<br />

Simplifying<br />

YP=<br />

. . . 3<br />

From Equ 2<br />

~(vR–vL) + VP–W + +x (YR - YL) = g(So - So<br />

2Ax<br />

At<br />

. . . 4<br />

From the Manning equation<br />

Vp2 n2<br />

sf=—<br />

RP4 /3<br />

and RP =<br />

24X<br />

mYP<br />

where n = Manning’s ‘n”.<br />

Substituting<br />

in (4) and simplifying:<br />

m2@tu–~t#x(VR– VL) t &(YR-YL)–g So=O . ..5<br />

4/3 At At<br />

Equations (3) and (5) are the equations used in the computer program.<br />

23

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