Calculate the interill erosion rate during storm
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- What will be rainfall intensity of 5 yr-rainfall of duration 1 hr. if following details are given : 5.82, x = 0.16; a = 0.4; n = 0.75 [1.40.75 1.287; 50.16 1.29] K = = =Exercise 1.4.2 A gentle hill slope with an area of 10 ^ 4 * m ^ 2 receives rain for a period of 40 minutes. The average rainfall intensity equals 30 mm hou * r ^ - 1 The total surface water flow during the 40 minutes is 15 * 10 ^ 4 litres. The quantities of water involved in evaporation and percolation to the groundwater are negligible. Determine the change in soil water storage in mm and m ^ 3The 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.
- Compute the average rainfall using the Isohyetal Method A1= 250sq.m , P1=36 10 P1 A2= 198 sq.m, P2= 49 mm (20 P2 A3= 267 sq.m, P3= 61mm P3 (30 A4= 78 sq.m, P4=19 mm1. Determine the estimated rainfall at ungauged site using Inverse Distance Weighting method. ARG1 = 8mm, ARG2 = 9mm, ARG3 = 12mm, ARG4 = 11mm, ARG5 = 13mm From Ungauged to ARG1 ARG2 ARG3 ARG4 ARG5 Distance (km) 38 29 35 41 27Repeat Problem 8.2 for an allowable settlement of 25 mm.
- P. (a) Given a triangular 1-hr UH with TB = 12 hr, TR= 4 hr, Qp = 200 cfs, where TB-time base of the UH, TR= time of rise, Qp = peak flow. develop a storm hydrograph for hourly rainfall (in.) of P = [0.1, 0.5, 1.2]. (b) Repeat the above problem for hourly rainfall (in.) of P=[0.2, 1.0, 0.4].A catchment area which is having a slope of 2% has four gauging stations. Determine the type of soil having the highest net irrigation requirement in m if the crop factor on the area is 0.495 and the pan evaporation is 201mm, the conveyance efficiency is 34%. The distance of GS1 to GS4 is 490km, GS1 to GS2 is 484km, GS2 to GS3 is 285km, GS3 to GS4 is 658km, GS1 to GS3 is 735km, and GS4 to GS2 is 778km. The rainfall depths recorded per year in GS1, GS2, GS3, and GS4 are 245mm, 215mm, 178mm, and 150mm and the corresponding polygon areas of each gauging station is 50,845 hec, 480km2, 750km2, and 640km2, respectively.A forest is to be cleared for a commercial development in which all trees on the site will be removed. The IDF curve for a 20-year rainfall is given by the relation i = 2819/+16' where /is the rainfall intensity in mm/hr and t is the duration in minutes. Using the Horton- type empirical equation of the form I = a + bP", assuming n = 0.5, a = 0 mm and b = 1.01, determine the increase in precipitation reaching the ground during a 20-min storm that will result from clearing the site.
- Example Q=1000m/d, D.T= 2hr D,= 0.06 mm Pp=1200 kg/m2, u=1.027x103 N.s/m2 V =V/70%, find L,W,h if L-4W scourQuestion information: Calculate rainfall erosivity (R in MJ.mm/ha.h) for two rainfall storms with the followi RY Rainfall storm 1: duration = 10 minutes, rainfall = 10 mm Rainfall storm 2: duration = 30 minutes, rainfall = 60 mm Assume that these were the only effective storms that caused erosion and the equation for energy is: e = 0.119+0.0873 log10 (im)Problem 4: Use the following table to determine the areal average rainfall using (1) Arithmetic-mean method Area Rainfall represented by station (mi?) Station depth (in) 3.1 4.2 4.5 5.1 5.5 3.5 3.2 5.5 4.3 4.8 m4534 ABCDE