A confined aquifer has a transmissivity, T, of 30 m2/day and a storage coefficient, S, of 0.0008. A production well of radius, r, 0.2 m is pumped at 200 litres/min for 4 days and shut off. Calculate the maximum drawdown and the drawdown 10 days after the start of pumping at the well.
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- A 30 cm diameter well penetrates vertically through an aquifer to an impermeable stratum which is located 18.0m below the static water table. After a long period of pumping at rate of 1.0m^3/min, the drawdown in test holes 14m and 40m from the pumped well is found to be 2.62m and 1.50m respectively. What is the coefficient of permeability of the aquifer? Express in meters per day. What is its transmissibility? Express in cubic meters per day per meter. What is the drawdown in the pumped well?An 18-inch-diameter (~46 cm) well within an aquifer with a transmissivity of 1070 ft2/day (~100 m2/day) and a storativity of 7x10-2 is to be pumped continuously. What pumping rate should be used so that the maximum drawdown after two years will not exceed 20 ft (~6 m)?After 2 months of pumping, water levels stabilize with a head at well 1 of 132 ft and a head at well 2 of 143.5 ft. Transmissivity of the aquifer is 450 ft2/day. What is the discharge (gal/min)?
- You are asked to design a rectangular clarifier for a wastewater treatment plant. The clarifier is designed to settle 2,000 m3/day with an overflow rate of 32m3/m2-day. If the tank is 2.4 m deep and 4.0 m wide, what should the length and detention time be?A well that is screened in a confined aquifer is to be pumped at a rate of 165,000 ft3/d for 30d. If the aquifer transmissivity is 5320 ft2/day, and the storativity is 0.0007, what is the drawdown at distances of 50, 150, 250, 500, 1000, 3000, 5000, 10000 ft?Will the actual drawdown in the pumping well be more than the theoretical drawdown? If yes, why and what measures can you recommend for reducing the drawdown in the pumping well?
- A confined aquifer with T = 7.0 x 10-3 m2/s and S = 5 x 10-4 is pumped by two wells, 35 m apart. One well is pumped at 7.6 L/s and one at 15.2 L/s. Plot the drawdown h0-h versus distance along a line joining the wells, 4 hours after the start of pumping. Use 5 m increments along the line. How would I go about this question if my initial r1 would equal 0 and and r2 would equal 35m additionally how would I get the pumping rates at each 5 m increments. overall please give a step by step on how I Would go about this questionHydrology Question Can you show me how to calculate specific storage S=Ssb. well is 0.3 m in diameter and is fully screened for the entire 12 m depth of the aquifer, which is composed of coarse sand having a bulk density of 2 g/cm3, K of 0.1 cm/sec, porosity of 0.25 and organic content of 0.5%.+ radius of influence of this well can be taken as 3,000 m. What is the steady state drawdown of the well, if the average water use by the factory is 360 L/min. b = 12m S = 360L/m do I have this correct? Ss =Discuss the options available in selecting flow conduits for the production of the two reservoirs and explain the factors that influence flow conduits selection. Mention 2 advantage and disadvantage of of the these available options in your duscussion.
- a) Estimate the constant rate of withdrawal from a 1375 ha reservoir in a month of 30 days during which thereservoir level dropped by 0.75 m in spite of an average inflow into the reservoir of 0.5 Mm3 /day. During themonth, the average seepage loss from the reservoir was 2.5 cm, total precipitation on the reservoir was 18.5 cmand the total evaporation was 9.5 cm.A well 12‐in in diameter penetrates 108 ft below the static water table. After a longperiod of pumping at a rate of 350 gpm, the drawdowns in wells 57 ft and 148 ft from thepumped well were found to be 12 ft and 7.4 ft, respectively.(a) What is the transmissivity of the aquifer?(b) What is the approximate drawdown in the pumped well?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. t (min) s (ft) 0.072 0.003 0.105 0.006 0.155 0.012 0.222 0.02 0.322 0.026 0.472 0.03 0.688 0.034 1.005 0.037 1.472 0.041 2.238 0.047 3.238 0.052 4.738 0.062 6.738 0.072 10.072 0.087 15.905 0.107 21.905 0.116 31.905 0.129 46.905 0.149 67.905 0.171 100.91 0.203 150.91 0.239 220.91 0.276 351.9 0.33 500.9 0.36 687.9 0.39 1001.9 0.43 1481.9 0.46 2202.9 0.49 3103.9 0.51 4336.9 0.54 Could someone please show using this data how to calculate transmissivity (T), the hydraulic conductivity (K) and Storativity (S) for the aquifer. Thank You