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What method yields a hydrograph for use in detention basin design?


A) Rational Method
B) Modified Rational Method
C) Manning's equation
D) NRCS method

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B

To compute rainfall losses, the NRCS method uses ____.


A) the runoff coefficient
B) the concept of initial losses based on cover characteristics
C) the 100-year storm
D) the 2-year peak runoff

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The usual basin size used in the Rational Method is less than ____.


A) 5 acres
B) 15 acres
C) 30 acres
D) 100 acres

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The primary application of the Rational Method is in estimating peak runoff for small drainage basins.

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Most field conditions yield an n-value between 0.40 and 0.60.

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False

Peak runoff is computed by ____.


A) Tt=0.007(nL) 0.8(P2) 0.5S0.4T _ { t } = \frac { 0.007 ( n L ) ^ { 0.8 } } { \left( P _ { 2 } \right) ^ { 0.5 _ { S } 0.4 } }
B) Q=(PIa) 2(PIa) +SQ = \frac { \left( P - I _ { a } \right) ^ { 2 } } { \left( P - I _ { a } \right) + S }
C) qp=quAmQq _ { p } = q _ { u } A _ { m } Q
D) S=1000CN10S = \frac { 1000 } { C N } - 10

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The design storm frequency usually depends on the size of the ___________________ to be designed.

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When using the Rational Method, the drainage basin ____________________ characteristics should be homogeneous.

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The ____________________ Method is a procedure for computing a synthetic runoff hydrograph based on empirically determined factors developed by the Soil Conservation Service (SCS).

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There is no way to account for infiltration and evapotranspiration in the Rational Method.

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At the core of the NRCS Method is the dimensionless unit hydrograph.

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The Rational Method is a method to compute ____.


A) overland flow
B) drainage area
C) runoff
D) rainfall

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C

The Modified Rational Method is intended as a simple approximation for small detention basins with ___________________ outlet structures.

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The Rational Method is intended to compute the entire hydrograph of a rainfall event.

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The NRCS Method results in a more ____________________ depiction of the runoff process than does the Rational Method.

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