As per the HOMEWORKLIB RULES, only one question is to be answered. So, i am answering the 5th question.
ENGINEERING HYDROLOGY CIVL431 Assignment #1 Problem 11 The following data were observed at Demirköprü Dam site...
ENGINEERING HYDROLOGY CIVL431 Assignment #1 Problem 11 The following data were observed at Demirköprü Dam site on Gediz River in June 1971. Find the monthly evaporation in mm from the reservoir surface of this dam. If there were a Class A pan installed nearby the reservoir, what would be the monthly evaporation observed from this pan? Storage at the beginning of the month : 4XY.Z - 10 m Storage at the end of the month 47x V -10 m Average...
ENGINEERING HYDROLOGY CIVL431 Assignment1 Problem 11 The following data were observed at Demirkopru Dam site on Gedir River in June 1971. Find the monthly evaporation in mm from the reservoir surface of this dam. If there were a Class A pan installed nearby the reservoir, what would be the monthly evaporation observed from this pan? Storage at the beginning of the month 4XY.X-10 m Storage at the end of the month 47XY -10 m Average surface area of reservoir in...
Q2) (8 Marks) A) Estimate the constant rate of withdrawal (in m's) from a 13.75 km reservoir in a month of 30 days during which the reservoir level dropped by 0.75 m in spite of an average inflow into the reservoir of 0.5 Mm /day. During the month the average seepage loss from the reservoir was 2.5 cm, total precipitation on the reservoir was 18.5 cm and the total evaporation was 9.5 cm B) If the surface area of a...
During the month of March, the average river inflow to a reservoir is 3 m’/s while the dam bottom outlet releases 10 m²/s. Total rainfall for the month is measured as 20 mm uniformly distributed. The average seepage from the reservoir is estimated 0.5 m3/s. The surface areas of the lake are measured from aerial photos as 11.7 and 10.3 km2 and also the staff gauge readings of water surface are recorded as 107.2 m and 105.2 m in the...
3. Compute a weekly evaporation rate (in mm/week) from the surface water reservoir applying the following recorded data: average inflow into water reservoir = 32.5 m3/s, average outflow from reservoir = 40.2 m3/s, average rainfall during the week = 73.6 mm, surface water reservoir area = 15.8 km², estimated total water infiltration or seepage out during the week from this reservoir = 0.25 million m”, reservoir storage at the beginning of week = 9180 ha-m (hectare-meter), reservoir storage at the...
Course: Engineering Hydrology Problem 3.11. The isohyetal map of a basin for an 18 hr storm is given in Figure 3.36. Determine the areal mean precipitation and the depth-area curve for this storm. 25 mm 30 mm bin 17 km) 20 mm 5 km217 22 km2 15 mm 31 km2 27 km2 10 mm 18 km2 5 mm 4 km2
Determine the minimum surface area in acres of an irrigation reservoir so that the drawdown over August is no more than 10 ft. the drainage basin feeding into the reservoir, including the reservoir itself, is 100 mi 2. Assume that 35% of the rain falling on the basin runs off the reservoir. Assume groundwater flow into and out of the basin is negligible. Determine the irrigation water needed from the evapotranspiration requirement from beans growing on 40mi 2 at 35...
please my teachers Problem 1 (10 credits) A lake has an area of 10 km². During a specific month the lake evaporation was 90 mm. During the same month the inflow to the lake from a river was on average 1.2 m/s and the outflow from the lake via another river was on average 1.1 m/s. Also, for the same month a water level increase of 100 mm for the lake was observed. a) What was the precipitation in mm...
A lake with a drainage area AD has a surface area of AL and an average depth of zL. The long-term rates of precipitation and evapotranspiration for the portion of the drainage basin are PD and eD, respectively. For the lake itself the average rate of precipitation and evaporation are PL and eL, respectively. Average rate of stream outflow is Q. There is no groundwater inflow or outflow to the basin. a. Identify the units (Length[L], Time [T], Mass [M],...
Hydrologic analysis of a watershed Problem2: The unit hydrograph is the direct runoff generated by 1 unit (I mm in this problem) of excess rainfall. The one-hour unit hydrograph of a watershed is given by: 4 Time (hour) -0.9 U0.4 U0.2 0.0 0.0 U-0.6 Unit hydrograph (m/s/mm) (a) The 100-year storm over the watershed has the following excess rainfall pulses: Fromt 0 to 1 hour, P45 mm From t I to 2 hours, P20 From t = 2 to 3...