Hydrology . Thanks for the help
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- Compute the diameter (cm) of the outfall required to drain storm water from the watershed described in figure below. Use rainfall intensity = 4 cm/hr. Average velocity of flow is 1 m/s. Other data are for: Area 1: C=0.5, area=0.005 km2. Area 2: C=0.4, area =0.01 km2. Area 3: C=0.7, area=0.015 km2.The runoff volume is expressed in the units of depth similar to the precipitation units. Select one True FalseFind runoff R in cm.
- If the annual precipitation is 114 cm/yr, the land area is 13,289 m2, and the runoff coefficient is 0.4, what is the storm water runoff from this land area? (in m3/d with 2 decimal points)The length of a parking lot is L = 100 m, and it is sloped at So = 0.02. The surface of the lot is bare clay with a Manning roughness factor of n = 0.020. A rainstorm produces a constant rainfall excess at the rate of ?0 = 25 mm/hr. If td = 25 minutes: Determine the runoff hydrograph at the downstream end of the parking lot. Based on your answers in Step 1, draw your estimated hydrograph. ***Convert i0 to mJs. This conversion is not given and I cannot find it.8. Determine the mean runoff flow in cfs from a drainage area of 175 acres using the English equation for a 25-yr frequency in inches per hour in Nevada. The area is sloping at 2% and is covered with poor surface grass. The furthest point from the inlet is 72 meters.
- Develop the following triangular inflow hydrograph through a linear reservoir: Peak inflow R = 4737 m3/s, baseflow = O m3/s, time to peak = 6h, time base = 16 h, storage constant K = 2 h, and time interval ◇t = 1hr [NOTE: Regestration No = R = 4747]Note:: peak inflow = 100+586= 686 Use this value thanks..The ordinates of a hydrograph of surface runoff resulting from 4.5cm of rainfall excess of duration 8 hours in a catchment are as follows. Determine the ordinates of the 8h unit hydrograph for this catchment. Tabulate your solution and plot the 8H-UH.
- Compute using the Rational Method, the diameter of an outfall sewer required to drain stormwater from the watershed in described in Figure 1. Figure 1 gives the lengths of the Land Drainage Sewer (LDS) lines, drainage areas, and inlet times. Assume a composite runoff coefficient of 0.30 for the entire area. Use the five –year City of Winnipeg IDF Curve and a flowing full velocity of 0.75 m/s in the storm sewers.Floodwater with an average depth of 1 in. over a 96-acre parking lot drains into a small river during a storm of 10 min. The average rate of water discharging from the river during the storm is 360 ft3/sec. The volume (in acre-ft) of water in the river will increase (+) or decrease (-) by (a) -7.5; (b) 3; (c) 7.5; (d) 96.A 200-acre urban drainage area consists of three different watershed areas: 60% single-family, 30% neighborhood businesses, and 10% playground area. If the time to concentration is 2.00 hours, determine the depth of gutters needed in the development area if each gutter is to accept 1% of the total volumetric flow. The slope along the roadway is 0.0005 ft/ft and a gutter cross-section as shown in Figure 4. State all assumptions applied.