Lecture 6b Flashcards

1
Q

why use unit hydrographs

A

to translate rainfall excess into catchment outlet flow rates

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2
Q

what is a unit hydrograph

A

a unit hydrograph represents the characteristic flow rate response of a watershed to 1cm (or 1in) of rainfall excess occurring over a defined time step

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3
Q

steps of hydrograph synthesis

A

input rainfall.
account for abstractions.
rainfall excess hyetograph.
convert to runoff.
direct runoff hydrograph.
add baseflow.
total runoff hydrograph.

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4
Q

how can unit hydrographs be generated

A

either by using measured flow and rainfall data or empirical equations relating runoff response to physical catchment attributes.

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5
Q

Unit Hydrograph Examples Include

A

SCS Unit Hydrograph
Snyder Unit Hydrograph
Clark Unit Hydrograph

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6
Q

the scs unit hydrograph can be formulated as either…

A

triangular or curvilinear

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7
Q

in convolution the UH is treated as a

A

linear scalar

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8
Q

how do you generate a storm hydrograph with a unit hydrograph

A

convolution

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9
Q

what condition is required for convolution

A

equal time steps

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10
Q

what assumption is made when treating UH as a linear scalar

A

the time base remains the same (this is a major assumption)

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11
Q

What are two methods to generate a unit hydrograph

A

deconvolution of a measured runoff hydrograph and empirical equations using catchment parameters

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