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2.<br />

(INEMATIC WAVE<br />

Derivatlve of the futt St, Venant Equations _ tgnores dlffuslon anat<br />

accelerat.ion Lerros i.n dyflanic equdtioo _ justified where Ldteldl<br />

lnr row predonlnates-<br />

The Chezy equacion is assr:rneai to be<br />

dynamic equatlon.<br />

e.q. V = Chn for overland ftow<br />

v,here C is the Chezy constant<br />

and n is the exponent (= ! for the chezy eqn)<br />

a satisfactory exanple fot the<br />

subcatchrDent raay be divided inao<br />

"he<br />

up to tO elemenrs either<br />

overland<br />

of<br />

flow or of open-channef gutLer flow. Faram€lers of th;<br />

are<br />

model<br />

the Chezy constant and exponent for each efenent, rhe Aisaavantage<br />

of the modet is thar much dara (slopes, lengths, dirnension. i"r-.."n<br />

element) and runrine are require.l, tut it srror:lc ;.;;,<br />

to its beinq<br />

dr.<br />

a dlstributed noate_t. CorDpurer pacftage "ir;i;;;<br />

effecttreiy<br />

up to<br />

rrrnrt.<br />

4 elernents; so far: only trieal \dhere Oi"tsiin i"to .f.r"it"<br />

closely natches real.ity.<br />

3. TIME OF EIIIRY<br />

TradiLional model<br />

lhe irput tblough<br />

the iime of entry.<br />

used in design.!n the U.K.<br />

a l-inear t*ne-area dtagra0,<br />

ra infall<br />

Equivalent to rouring<br />

of time base equat to<br />

Fure trans]ation, no dynamic storage

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