How would you go about deriving a UH from a catchment for which data (catchment area, rainfall and discharge values) are available? Derive a hyetograph from the incident rainfall (losses do not need to be considered to derive a UH); Determine the UH using the formula "Ui = Qi/P" (for a single interval hyetograph) or using "deconvolution" (for a multiple interval hyetograph). Estimate direct runoff hydrograph by subtracting baseflow from observed stream flow data; Estimate the total runoff volume and the direct runoff depth over the catchment; Determine the UH ordinates using the formula "Unit hydrograph = Direct runoff hydrograph x 1/Direct runoff depth"; Estimate catchment losses and subtract these from the incident precipitation to obtain excess rainfall; the duration of the excess rainfall is used as the duration of the UH. Determine the precipitation volume for each time interval; Use UH superposition and proportionality principles to derive a direct unit hydrograph; Estimate losses and baseflow; Add losses and baseflow to the direct unit hydrograph to obtain the final UH. Calculate total precipitation and discharge volumes for each time interval; Obtain excess rainfall volume for each time interval by subtracting losses from the total precipitation values; Divide excess rainfall volume by discharge volume to obtain an "adjustment factor" (runoff to rainfall ratio) in each time interval; Multiply the adjustment factors by the direct runoff hydrograph to obtain the UH. Estimate surface runoff by using the rational formula; Determine the UH using the formula "Ui = Qi/P" (for a single interval excess rainfall) or using "deconvolution" (for a multiple interval excess rainfall).
How would you go about deriving a UH from a catchment for which data (catchment area, rainfall and discharge values) are available? Derive a hyetograph from the incident rainfall (losses do not need to be considered to derive a UH); Determine the UH using the formula "Ui = Qi/P" (for a single interval hyetograph) or using "deconvolution" (for a multiple interval hyetograph). Estimate direct runoff hydrograph by subtracting baseflow from observed stream flow data; Estimate the total runoff volume and the direct runoff depth over the catchment; Determine the UH ordinates using the formula "Unit hydrograph = Direct runoff hydrograph x 1/Direct runoff depth"; Estimate catchment losses and subtract these from the incident precipitation to obtain excess rainfall; the duration of the excess rainfall is used as the duration of the UH. Determine the precipitation volume for each time interval; Use UH superposition and proportionality principles to derive a direct unit hydrograph; Estimate losses and baseflow; Add losses and baseflow to the direct unit hydrograph to obtain the final UH. Calculate total precipitation and discharge volumes for each time interval; Obtain excess rainfall volume for each time interval by subtracting losses from the total precipitation values; Divide excess rainfall volume by discharge volume to obtain an "adjustment factor" (runoff to rainfall ratio) in each time interval; Multiply the adjustment factors by the direct runoff hydrograph to obtain the UH. Estimate surface runoff by using the rational formula; Determine the UH using the formula "Ui = Qi/P" (for a single interval excess rainfall) or using "deconvolution" (for a multiple interval excess rainfall).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![How would you go about deriving a UH from a catchment for which data (catchment area, rainfall
and discharge values) are available?
Derive a hyetograph from the incident rainfall (losses do not need to be considered to derive a UH);
Determine the UH using the formula "Ui = Qi/P" (for a single interval hyetograph) or using "deconvolution"
(for a multiple interval hyetograph).
Estimate direct runoff hydrograph by subtracting baseflow from observed stream flow data; Estimate the
total runoff volume and the direct runoff depth over the catchment; Determine the UH ordinates using the
formula "Unit hydrograph = Direct runoff hydrograph x 1/Direct runoff depth"; Estimate catchment losses
and subtract these from the incident precipitation to obtain excess rainfall; the duration of the excess rainfall
is used as the duration of the UH.
Determine the precipitation volume for each time interval; Use UH superposition and proportionality
principles to derive a direct unit hydrograph; Estimate losses and baseflow; Add losses and baseflow to the
direct unit hydrograph to obtain the final UH.
Calculate total precipitation and discharge volumes for each time interval; Obtain excess rainfall volume for
each time interval by subtracting losses from the total precipitation values; Divide excess rainfall volume by
discharge volume to obtain an "adjustment factor" (runoff to rainfall ratio) in each time interval; Multiply the
adjustment factors by the direct runoff hydrograph to obtain the UH.
Estimate surface runoff by using the rational formula; Determine the UH using the formula "Ui = Qi/P" (for a
single interval excess rainfall) or using "deconvolution" (for a multiple interval excess rainfall).](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3d740e16-f0fd-4de3-b883-7ef306369c59%2Fdf1aca33-b006-4878-b80e-3a6560eaf06d%2F02dk39s_processed.png&w=3840&q=75)
Transcribed Image Text:How would you go about deriving a UH from a catchment for which data (catchment area, rainfall
and discharge values) are available?
Derive a hyetograph from the incident rainfall (losses do not need to be considered to derive a UH);
Determine the UH using the formula "Ui = Qi/P" (for a single interval hyetograph) or using "deconvolution"
(for a multiple interval hyetograph).
Estimate direct runoff hydrograph by subtracting baseflow from observed stream flow data; Estimate the
total runoff volume and the direct runoff depth over the catchment; Determine the UH ordinates using the
formula "Unit hydrograph = Direct runoff hydrograph x 1/Direct runoff depth"; Estimate catchment losses
and subtract these from the incident precipitation to obtain excess rainfall; the duration of the excess rainfall
is used as the duration of the UH.
Determine the precipitation volume for each time interval; Use UH superposition and proportionality
principles to derive a direct unit hydrograph; Estimate losses and baseflow; Add losses and baseflow to the
direct unit hydrograph to obtain the final UH.
Calculate total precipitation and discharge volumes for each time interval; Obtain excess rainfall volume for
each time interval by subtracting losses from the total precipitation values; Divide excess rainfall volume by
discharge volume to obtain an "adjustment factor" (runoff to rainfall ratio) in each time interval; Multiply the
adjustment factors by the direct runoff hydrograph to obtain the UH.
Estimate surface runoff by using the rational formula; Determine the UH using the formula "Ui = Qi/P" (for a
single interval excess rainfall) or using "deconvolution" (for a multiple interval excess rainfall).
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