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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 />

as functions <strong>of</strong> watershed characteristics. These forms <strong>of</strong> empirical equations indicate an interrelation<br />

<strong>of</strong> T c and R, and such dependence was observed in the database, as discussed in the<br />

Documentation <strong>Manual</strong>. The equation for estimating R for Maricopa County is:<br />

1.11 – 0.57<br />

R = 0.37T c A L 0.80<br />

(5.8)<br />

where:<br />

R = storage coefficient, in hours,<br />

T c = time <strong>of</strong> concentration, in hours,<br />

A = drainage area, in square miles, and<br />

L = length <strong>of</strong> flow path, in miles.<br />

5.5.3 Time-Area Relation<br />

Either a synthetic time-area relation must be adopted or the time-area relation for the watershed<br />

must be developed. If a synthetic time-area relation is not used, the time-area relation is developed<br />

by dividing the watershed into incremental run<strong>of</strong>f producing areas that have equal incremental<br />

travel times to the outflow location. This is a difficult task and a well defined and reliable<br />

procedure is currently not available. The following general procedure is <strong>of</strong>ten used:<br />

1. Use a topographic map <strong>of</strong> the watershed to trace along the flow path, the distance<br />

from the hydraulically most distant point in the watershed to the outflow location; this<br />

defines L in both Equation (5.5) and Equation (5.8).<br />

2. Draw isochrones on the map to represent equal travel times to the outflow location.<br />

These isochrones can be established by considering the land surface slope and resistance<br />

to flow, and also whether the run<strong>of</strong>f would be sheet flow or would be concentrated<br />

in watercourses. A good deal <strong>of</strong> judgement and interpretation is required for<br />

this.<br />

3. Measure and tabulate the incremental areas (in an upstream sequence) as well as the<br />

corresponding travel time for each area.<br />

4. Prepare a graph <strong>of</strong> travel time versus contributing area (or a dimensionless graph <strong>of</strong><br />

time as a percent <strong>of</strong> T c versus contributing area as a percent <strong>of</strong> total area). The<br />

dimensionless graph is preferred because this facilitates the rapid development <strong>of</strong><br />

new time-area relations should there be a need to revise the estimate <strong>of</strong> T c .<br />

5-18 August 15, 2013

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