Chapter Two Hydrograph Convolution and Deconvolution.

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Chapter Two Hydrograph Convolution and Deconvolution

Transcript of Chapter Two Hydrograph Convolution and Deconvolution.

Page 1: Chapter Two Hydrograph Convolution and Deconvolution.

Chapter TwoHydrograph Convolution and Deconvolution

Page 2: Chapter Two Hydrograph Convolution and Deconvolution.

UH Convolution

• Suppose we had an excess (net) rainfall hyetograph and a 1-hour UH for an area, and

• we’d like to know what the actual storm hydrograph might look like.

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The Procedure

• The procedure is a little like the time-area method we dealt with earlier.

• If you have the excess rainfall intensity in one hour increments, and the 1-hour UH, you can multiply the 1-hour UH by the rainfall intensity for each time interval, lag each resulting UH by the appropriate amount, and sum.

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The Convolution Equation

• The UH Convolution formula is

Where n is the time, Pi is the rainfall excess at time increment i and Ui is the unithydrograph ordinate at time increment i.

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An Example

• I’ll go through the example in your text, first the way your author does it, then by a much easier method.

• Next slide.

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You can do this with a spreadsheet—you write the UH ordinates down columns, each multiplied by the rainfall intensity for that hour, then lag each successive UH until the rain stops, then sum.

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And for homework, we will do a unit hydrograph convolution to derive a storm hydrograph for area 1

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The Intent

• So if we can make a UH, we can construct hydrographs based on hyetographs. While these aren’t perfect, they can be calibrated for watersheds, with a goal of being able to adequately predict flooding.

Page 9: Chapter Two Hydrograph Convolution and Deconvolution.

Deconvolution

• If we had an actual storm hydrograph, and an excess rainfall hyetograph, we could produce the UH from them.

• We can solve each line of the convolution equation we used above IN ORDER for the U ordinates because each successive line adds only one unknown.

• The example in the text, which we will do in detail, illustrates this.

Page 10: Chapter Two Hydrograph Convolution and Deconvolution.

The deconvolution method• Suppose we had a 4-hour rainfall that resulted in 7 hours of runoff,

and we have a hyetograph and hydrograph for each. To get a UH, write out the convolution equations for this situation:

You can solve these equations for the U ordinates one at a time, starting at the first.

Note that you wouldn’t have to solve the last three, because you’d already have all seven of the U ordinates.