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1. A laboratory column is filled with soil and then saturated with water. The data are:
The head loss through the soil column is 45 cm when pumped at Q = 3.0 cm3/min. Calculate:
Calculate:
a. Pore volume (mL) (volume of voids) b. K c. v (specific discharge, Darcy velocity) d. vs (flow velocity, transport velocity) e. time for one pore volume f. What would the head loss be if Q = 30.0 ml/min? g. What would Q be if the hydraulic gradient were 6.0 cm/cm?
2. A pumping well fully penetrates a confined aquifer 60 feet thick. The well is pumped at a constant rate of 40 gpm. At steady state, drawdown is observed as 7 feet in a well a half mile away and 25 feet at a well 100 yards away. Determine the hydraulic conductivity and transmissivity of the aquifer (ft2/day and gpm/ft).
3. The ground water table elevation (h) is measured at two observation wells within the cone of depression of (at distance r from) a drinking water well which has been pumped almost continuously for several years. From the data below, calculate the hydraulic conductivity of the aquifer.
Pumping rate = 300 ft3/min h1 = 120 ft r1 = 300 ft h2 = 90 ft r2 = 240 ft
Show all the steps in the mechanism for the following reaction, When benzene is mixed with deuterated sulfuric acid, deuterium is slowly incorporated onto the ring. Show the mechanism for this reaction and explain how this relates the sulfonation of ..
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