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- A lake has a surface area of 7.0 x 105 m² During a given month, the mean inflow to the lake was 2.5 m³/s. The increase in stored lake volume was observed to be 6.5 x 10 m². Precipitation during the same month was 380 mm and evaporation was 320 mm. Calculate the outflow from the lake for the same month in m/s.With an observation well situated is 69.7 ft away from the pumping well (which is pumping at the rate of 305 gal/min). The aquifer is confined, and the depth has been measured from well logs and is 150 ft. please show using this data how to calculate transmissivity (T), the hydraulic conductivity (K) and Storativity (S) for the aquifer. Thank You s (m) t (sec) 20.7 4074.3 30.76 6054.6 46.3 9054.6 67.33 13254.6 107.26 21114 152.67 30054 209.37 41274 305.38 60114 451.68 88914 671.44 132174 946.07 186234 1321.9 260214B- The mass curve of rainfall in the storm of total duraƟon 300 minutes is given below. Draw the hyetograph of the storm at 60 minutes interval step and intensity in cm/hr.(Show by calculaƟons )
- High-drainage density indicates poor * drainage conditions true O False O Calculate the evapotranspiration losses by using Blaney-Criddle method, the ‘consumptive use coefTicient for the wheat crop is 0.75 Nionihs Temperature | Monihly per cent daylight| Nov. 166 76 Dec 1295 73 Jan. 1095 74 Feb. 146 12 32.01cm 320.1 mm/ month 32 cm/ month 0000 33.2 cm/yearExercise 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 ^ 3Folloing is the recorded data of a 0.8 km2 wide lake collected over a year: It receive a total rainfall of 1400 mm, the surface inflow and outflow is 0.15 m3/s and 0.17m3/s respectively. If the surface elevation of lake reduces by 45 mm over the year, then determine the lake evaporation (in mm).
- Water flows at a rate of 0.0300m3/? from reservoir 1 to reservoir 2 through threepipes connect in series. If ? = 0.025 and neglecting minor losses, determine thedifference in water surface elevation.Measurements of a water-balance have been made for 1 year period on a lake with an area of 0.9 km2 with the following results: P = 1500 mm, Qsi = 0.16 m3s-1 and Qso = 0.18 m3s-1. At the end of the year, the lake surface elevation was 40 mm lower than at the beginning. Estimate the lake evaporation (in mm) for that year?Watershed area = 11.1 acres Average N concentration of inflow = 1.9 mg/L Total Rainfall = 44.75 inches Average N concentration of outflow = 1.4 mg/L Total pond inflow = 330,441 ft3 Average P concentration of inflow = 0.42 mg/L Total pond outflow = 288,492 ft3 Average P concentration of outflow = 0.23 mg/L Total pond volume = 46,893 ft3 (this is the volume to the top of the riser before overflow occurs) Answer the following questions: a) What percentage of the total rainflow flowed into the pond? b) If the pond were completely empty, how much rainfall in inches would be required to fill it to the total pond volume? Use your answer to question A to help answer this. c) What is the total Nitrogen load flowing into the pond in lbs/Acre/Year? d) How many lbs of Nitrogen did the pond remove over the year? e) What percentage of Phosphorous was removed by the pond?
- Below is a square basin with a single length of 3180 meters. Watershed8 hours for 5 stations at their corners (a, B, C, D) and at their full midpoint (E)Hyetographs of rainfall Figure 4. is also given. Average rainfall of the basin based on information givencalculate its height using the Thiessen method.(T=159)Following is the recorded data of a 0.8 km2 wide lake collected over a year: It receives a total rainfall of 1400 mm, the surface inflow and outflow is 0.15 m3/s and 0.17m3/s respectively. If the surface elevation of lake reduces by 45 mm over the year, then determine the lake evaporation (in mm).HYDROLOGY •• SUMMARIZE THE PROCESS ON HOW TO COMPUTE AREAL PRECIPITATION USING 4 METHODS *ARITHMETIC *THRESSEN *ISOHYETAL *RECIPROCAL - DISTANCE SQUARE METHOD