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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>: Application<br />

centration Point 2 using the arithmetically area-weighted value <strong>of</strong> C for all three<br />

subareas and the total contributing drainage area at Concentration Point 2.<br />

c. If the T c from subarea C is the longest, compute the total peak discharge using the<br />

i for subarea C, the arithmetically area-weighted value <strong>of</strong> C for all three subareas<br />

and the total contributing drainage area at Concentration Point 2.<br />

The procedures for theTriangular Hydrograph Method are as follows:<br />

1. Compute the peak discharge for each individual sub-basin using steps 1 through 5<br />

from Section 9.2.1.<br />

2. Plot triangular hydrographs for sub-basins A and B on a single sheet <strong>of</strong> graph paper<br />

using the dimensionless triangular hydrograph shown in Figure 3.2 as the model. The<br />

peak discharge occurs at time T c and the hydrograph time base is 2.67T c .<br />

3. Add the hydrograph ordinates from sub-basins A and B to produce and plot a combined<br />

hydrograph at CP 1.<br />

4. Compute the travel time from CP 1 to CP 2 using the continuity equation or other<br />

appropriate technique and hydraulic parameters for the conveyance path.<br />

5. Plot the hydrograph for sub-basin C on a new piece <strong>of</strong> graph paper, starting at time =<br />

0.0. Plot the hydrograph for CP 1 starting at time = travel time from CP 1 to CP 2.<br />

6. Add the hydrograph ordinates from CP 1 and sub-basin C to produce and plot a combined<br />

hydrograph at CP 2.<br />

As an alternative to the above procedure, the DDMSW program may be used to calculate the<br />

peak discharge at intermediate locations.<br />

9.2.4 User Notes<br />

1. The Rational Method is appropriate for watersheds less than 160 acres in size.<br />

2. For drainage areas greater than 160 acres or for situations where hydrograph routing<br />

is desired, the procedures described in Chapters 4 through 7 should be used.<br />

3. The duration <strong>of</strong> T c should not be longer than 2 hours and normally it will be less than<br />

1 hour.<br />

4, The minimum duration <strong>of</strong> T c should not be less than 5 minutes, but is normally set to a<br />

minimum <strong>of</strong> 10 minutes.<br />

9-12 August 15, 2013

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