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Drainage Design Manual, Hydrology - Flood Control District of ...

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<strong>Drainage</strong> <strong>Design</strong> <strong>Manual</strong> for Maricopa County<br />

<strong>Hydrology</strong>: Unit Hydrograph Procedures<br />

Time, as a percent<br />

<strong>of</strong> Time <strong>of</strong><br />

Concentration<br />

(1)<br />

5.6 S-GRAPHS<br />

Table 5.4<br />

VALUES OF THE SYNTHETIC DIMENSIONLESS TIME-AREA RELATIONS<br />

FOR THE CLARK UNIT HYDROGRAPH<br />

Contributing Area, as a Percent <strong>of</strong> Total Area<br />

Urban Watersheds<br />

(2)<br />

Natural Watersheds<br />

(3)<br />

0 0 0 0.0<br />

10 5 3 4.5<br />

20 16 5 12.6<br />

30 30 8 23.2<br />

40 65 12 35.8<br />

50 77 20 50.0<br />

60 84 43 64.2<br />

70 90 75 76.8<br />

80 94 90 87.4<br />

90 97 96 95.5<br />

100 100 100 100.0<br />

HEC-1 Default<br />

(4)<br />

An S-graph is a dimensionless form <strong>of</strong> a unit hydrograph and it can be used in the place <strong>of</strong> a unit<br />

hydrograph in performing flood hydrology studies. The concept <strong>of</strong> the S-graph dates back to the<br />

development <strong>of</strong> the unit hydrograph itself, although the application <strong>of</strong> S-graphs has not been as<br />

widely practiced as that <strong>of</strong> the unit hydrograph. The use <strong>of</strong> S-graphs has been practiced mainly<br />

by the U.S. Army Corps <strong>of</strong> Engineers, Los Angeles <strong>District</strong>, and the U.S. Bureau <strong>of</strong> Reclamation<br />

(USBR).<br />

An example <strong>of</strong> an S-graph from <strong>Design</strong> <strong>of</strong> Small Dams (USBR, 1987) is shown in Figure 5.8.<br />

The discharge scale is expressed as percent <strong>of</strong> ultimate discharge (Q ult ), and the time scale is<br />

expressed as percent lag. Lag is defined as the elapsed time, usually in hours, from the beginning<br />

<strong>of</strong> an assumed continuous series <strong>of</strong> unit rainfall excess increments over the entire watershed<br />

to the instant when the rate <strong>of</strong> resulting run<strong>of</strong>f equals 50 percent <strong>of</strong> the ultimate discharge.<br />

The intensity <strong>of</strong> rainfall excess is 1 inch per duration <strong>of</strong> computation interval (Δt). An equivalent<br />

definition <strong>of</strong> lag is the time for 50 percent <strong>of</strong> the total volume <strong>of</strong> run<strong>of</strong>f <strong>of</strong> a unit hydrograph to<br />

occur. It is to be noted that there are numerous definitions for lag in hydrology and the S-graph<br />

lag should not be calculated by methods that are not consistent with this definition.<br />

Ultimate discharge is the maximum discharge that would be achieved from a particular watershed<br />

when subjected to a continuous intensity <strong>of</strong> rainfall excess <strong>of</strong> 1 inch per duration (Δt) uni-<br />

August 15, 2013 5-21

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