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These are the Problems of Advanced Hydrology which includes Excess Ordinate, Data, Area Method, Histogram, Calculation, Contribution etc.Key important points are: Curve Method, Spreadsheet, Column Lagged, Adding Columns, Fairly Constant, Lagged, Unit Hydrograph
Typology: Exercises
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Time (hr) 2-hr UH ordinate (cfs) 0 0 1 75 2 250 3 300 4 275 5 200 6 100 7 75 8 50 9 25 10 0
Make a spreadsheet with the 2-hr UH ordinates, then copy them in the next column lagged by D= hours. Keep adding columns until the row sums are fairly constant. The sums are the ordinates of your S-curve
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Time (hr)
2-hr UH
2-HR lagged UH’s Sum
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Time (hr) S-curve ordinate
S-curve lagged 3hr
Difference 3-HR UH ordinate 0 0 0 0 1 75 75 50 2 250 250 166. 3 375 0 375 250 4 525 75 450 300 5 575 250 352 216 6 625 375 250 166. 7 650 525 125 83. 8 675 575 100 66. 9 675 625 50 33. 10 675 650 25 16. 11 675 675 0 0
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Find the one hour unit hydrograph using the excess rainfall hyetograph and direct runoff hydrograph given in the table
Time (1hr) Excess Rainfall (in) Direct Runoff (cfs) 1 1.06 428 2 1.93 1923 3 1.81 5297 4 9131 5 10625 6 7834 7 3921 8 1846 9 1402 10 830 11 313
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