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NARA [144]
3 years ago
13

Model a 2-D, confined aquifer under steady state conditions. Use a 8 x 8 grid representation with Delta X = Delta Y = 500 ft. As

sume the transmissivity to be uniform at 12,500 ft^2/d, and a constant-head boundary condition at 39 ft at the upstream boundary, and 29.4 ft at the downstream boundary. In all scenarios the head at any location cannot be less than 23 ft. Assume no-flow conditions along the top and bottom boundaries. Potential pumping well sites are located at cells (3,3), (3,5), (3,7), (4,3), (4,5), (4,7), (5,3), (5,5), (5,7), (6,3), (6,5), and (6,7).
For some scenarios listed below, you may consider recharge Wells, where the Ilow Would be negative, to maintain head as required. For each scenario, write out the mathematical model that was solved. Clearly label all variables. For each solution, report the value of each decision variable, the value of the objective function, and the value of each constraint.

Scenario 1. Suppose the right hand side boundary is close to a section of the aquifer with highly saline water. Using an LP model from Scenario 1, determine the pumping strategy that provides the maximum yield that could be achieved while ensuring that the saline water is prevented from entering the modeled area of the aquifer.
Scenario 2. Suppose the cell (2, 6) is suspected to contain toxic contamination. Using an LP model from Scenario 1, determine the pumping strategy that provides the maximum yield that could be achieved while ensuring that the toxic material is prevented from contaminating the cleaner section of the aquifer.
Engineering
1 answer:
juin [17]3 years ago
7 0

Answer:

Hot beverage is the most difficult type that you have a great day and I will be in touch soon

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When the lift is greater than the weight, the aircraft gains altitude. ... Drag must be overcome for the aircraft to move, and movement is essential to obtain lift. To overcome drag and move the aircraft forward, another force is essential. This force is thrust.

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8 0
3 years ago
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2. A well of 0.1 m radius is installed in the aquifer of the preceding exercise and is pumped at a rate averaging 80 liter/min.
hodyreva [135]

Question:

The question is not complete. See the complete question and the answer below.

A well that pumps at a constant rate of 0.5m3/s fully penetrates a confined aquifer of 34 m thickness. After a long period of pumping, near steady state conditions, the measured drawdowns at two observation wells 50m and 100m from the pumping well are 0.9 and 0.4 m respectively. (a) Calculate the hydraulic conductivity and transmissivity of the aquifer (b) estimate the radius of influence of the pumping well, and (c) calculate the expected drawdown in the pumping well if the radius of the well is 0.4m.

Answer:

T = 0.11029m²/sec

Radius of influence = 93.304m

expected drawdown = 3.9336m

Explanation:

See the attached file for the explanation.

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3 years ago
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Q4. (20 points) For a bronze alloy, the stress at which plastic deformation begins is 271 MPa and the modulus of elasticity is 1
babunello [35]

Answer:

a) P = 86720 N

b) L = 131.2983 mm

Explanation:

σ = 271 MPa = 271*10⁶ Pa

E = 119 GPa = 119*10⁹ Pa

A = 320 mm² = (320 mm²)(1 m² / 10⁶ mm²) = 3.2*10⁻⁴ m²

a) P = ?

We can apply the equation

σ = P / A     ⇒    P = σ*A = (271*10⁶ Pa)(3.2*10⁻⁴ m²) = 86720 N

b) L₀ = 131 mm = 0.131 m

We can get ΔL applying the following formula (Hooke's Law):

ΔL = (P*L₀) / (A*E)    ⇒  ΔL = (86720 N*0.131 m) / (3.2*10⁻⁴ m²*119*10⁹ Pa)

⇒  ΔL = 2.9832*10⁻⁴ m = 0.2983 mm

Finally we obtain

L = L₀ + ΔL = 131 mm + 0.2983 mm = 131.2983 mm

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