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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