Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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A lake has a surface area of 2.6 mi² (6.7 km²) and an average depth of 23 feet (7.0 m). It has one inlet stream with an average discharge of 15.3 ft3/second (0.433 m³/sec) and one outlet stream with an average discharge of 13.9 ft /second (0.394 m³/sec). (a) Compute the volume of the lake. (b) Estimate the average residence time for water in the lake. (c) Consider the water balance for the lake. Name additional possi- ble terms in the balance aside from those listed above. What can you conclude about the total of these other terms?
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- A 6-hour Unit Hydrograph (UH) of a catchment is triangular in shape with a total time base of 36 hours and a peak discharge of 18 m³/s. The area of the catchment (in sq. km) is noite (b) 117 (a) 233 (c) 1.2 (d) Sufficient information not availablearrow_forward1. At a water elevation of 1947.9768 m., Kenyir Lake has a volume of 3, 625, 197, 720 cu. m., and a surface area, A of 194, 653, 773.6 sq.m. Annual inputs to the lake include 0.2032 m. of direct precipitation, runoff from gauged streams of 185, 022, 000 cu.m. per year, and ungauged runoff and groundwater inflow of 45, 638, 760 cu.m per year. Evaporation is 1.143 m. per year. Make a water budget showing inputs, km^3 per year.arrow_forwardDevelop the SCS triangular unit hydrograph for a 375-acre watershed that is an industrial district. The flow length is 1275 feet, the slope is 2.75 percent, and the soil is group C. Plot the resulting hydrograph. (similar to 8.8.1)arrow_forward
- 4. A 60 mi² drainage area has the following characteristics: longest flow path length of 10 mi, flow path length from outlet to centroid of 3.2 mi, overland slope of 0.05, curve number of 82, basin coefficient of 1.35, and storage coefficient of 0.6. a. Derive a 1-hr: i. Snyder UH ii. SCS triangular UH. b. Plot the resulting hydrographs (together on one plot) and comment on the differences in peak discharge, peak timing, hydrograph shape, and volume between the two.arrow_forwardQ- One hour triangular unit hydrograph of a watershed has the peak discharge of 60 m³/sec.cm at 10 hours and time base of 30 hours. The findex is 0.4 cm per hour and base flow is 15 m³/sec. Find the catchment area of the watershed.arrow_forward
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