The following criteria are needed to reach the "steady state" EXCEPT.. i. The water level in the test well is constant. ii. The water level in the observation wells is constant iii. Pumping in results to a drawdown curve. iv. The water level in all wells is of the same height

A 300 mm diameter test well penetrates 27 m below the static water table. After 24 hours of pumping at 69 liters/sec, the water level in an observation well at a distance of 98 m from the test well is lowered 0.56 m. The other observation well at a distance of 34.5 m from the test well has a drawdown of 1.10 m. What is the rate of flow in m³/day? O 6691.5 m³/day O 6591.6 m/day 5961.6 m³/day O 5691.6 m3/day

A 300-mm diameter test well penetrates 27 m below the Water is pumped at for 24 hrs. The observation wells 35 m and 95 m from the test well were of static liters per 69 two water table. a rate second water levels at lowered by 1.10 m and 0.50 m, respectively. a. Compute the flow rate in MLD (megaliters per day). b. Compute aquifer. c. Compute the transmissivity of the coefficient of permeability of the the aquifer. Use the q In T = 2π (h2-h1) formula

A) A fully penetrating unconfined well of 12 in. The diameter is pumped at a rate of 1 ft^3/sec. The coefficient of permeability is 750 gal/day per square foot. The drawdown in an observation well located 200 ft away from the pumping well is 10 ft below its original depth of 150 ft. Find the water level in the well. B) In addition to the requested information, calculate the radius of influence for the well (in ft). You will get an extremely large and unreasonable value (in the millions...pinky to corner of mouth required). C) Then develop a plot of the water surface profile for the well during pumping. Orient the plot so that the x-axis represents the distance from the production well (and looks like the bottom of the aquifer (i.e., the datum)) and the pumping well is represented by the y-axis and shows the water depth (in feet) in the aquifer. I recommend selecting small intervals (10-20 feet) of x-axis values between the y-axis and 500 feet. Then use increments of 1,000-1,000,000 as…

Determine the hydraulic conductivity of a confined aquifer from which water is being pumped by a fully penetrating well. The aquifer is 100 ft thick ,and the well is being pumped at a rate of 1500 gal /min. Water surfaces in the two observation wells 700 ft and 70 ft from the pumped well are respectively 1 ft and 10 ft below their levels prior to the beginning of pumping

Three piezometers have been installed in the confined aquifer having a uniform thickness of 4.6 m. and a hydraulic conductivity of 2 x 104 m/s. Be 140m 61m S10m 235m C EL 12292m EL 122.03m E 120.5 Im Aquiclude Aquifer 6m Aquiclude a) Compute the hydraulic gredient. b) Compute the transmissivity in m2/day. c) Compute the flow rate per unit width of the aquifer in liters/day.

HYDRAULICSPLEASE PROVIDE COMPLETE SOLUTIONNEED ASAP THANKS

A 400 mm diameter test well penetrates 27 m below the static water table. After 24 hours of pumping at 75 liters/sec, the water level in an observation well at a distance of 100 m from the test well is lowered 0.35 m. The other observation well at a distance of 40 m from the test well has a drawdown of 0.97 m. Compute the transmissibility of the aquifer in m?/day.

Need answer ASAP

need asap