5(55.3).K1Brine Pond77565(47.1)3(39.1)3014(50.0)Scale: 1-in 50-ft6Depth to water(54.2) (Depth to Aquifer bottom)15(49.0)BreweryK2Figure 2. Flow lines and conductivity boundaries for the contaminated site.K3 An oil company has drilled a hydraulic fracturing well near your microbrewery in Anytown,U.S.A. It stores the wastewater in a holding pond on site until proper disposal techniques can beimplemented. On October 10 at 1200 hours, the company notified the town that they havedetected a leak in the holding pond and the brine water may have entered the water tableaquifer.Meanwhile, the Anytown Beer Brewery is happily making "Anytime Bitter IPA", known by itsslogan "Anytime you feel bitter, have an Anytime Bitter IPA". The source of water for theirproduct is a production well that taps the water table aquifer at a rate of 65 gpm. The monthlywater quality testing is due to occur on October 16 at 1600 hours.Complete the flow net using the angular relationships illustrated by the tangent law for refractedgroundwater.

Assessing the SituationHydraulic fracturing, or fracking, is a process of injecting high-pressure…

Answered: 5 (55.3). K1 Brine Pond 77 56 5 (47.1)…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Please provide an in-depth explanation of the Field Infiltration Test SetUp and Steps Ring infiltrometer of 30 cm diameter and 60 cm diameter will be used STEPS Step 1: Hammer the 30 cm diameter ring at least 15 cm into the soil. Use the timber to protect the ring from damage during hammering. Keep the side of the ring vertical and drive the measuring rod into the soil so that approximately 12 cm is left above the ground. Step 2: Hammer the 60 cm ring into the soil or construct an earth bund around the 30 cm ring to the same height as the ring and place the hessian inside the infiltrometer to protect the soil surface when pouring in the water (Figure 75). Step 3: Start the test by pouring water into the ring until the depth is approximately 70-100 mm. At the same time, add water to the space between the two rings or the ring and the bund to the same depth. Do this quickly. The water in the bund or within the two rings is to prevent a lateral…
Answer fast and explain the answer.
) A rapid gravity filter operating with an influent concentration C0 of 20 mg/l suspended solids has the clean bed filter coefficient λ = 0.003 mm-1. Given that C = C0e-λz where z is the media depth in mm and C the concentration at that depth: Determine the depth of media required to achieve 90% removal efficiency? (2 marks) Determine the depth required to achieve 99% removal efficiency? (2 marks) Determine the depth required to achieve 99.9% removal efficiency?
Ex 12-5: Farm is irrigated with irrigation interval 8 days, leaching depth in one irrigation 2.5 cm, effective porosity (u=0.05), the permissible depth of groundwater is 1.2m below soil surface. Depth of impervious layer 9.5m below drain, depth of drain 2m below soil surface, hydraulic conductivity Im/day. find the spacing between drains to maintain the groundwater within permissible depth. Radius of drain 10 cm.
Problem 4 Given an initial infiltration capacity of fo of 3.0 in./hr and a time constant k of 0.29 hr¹ derie an infiltration capacity vs. time curve if the ultimate infiltration capacity is 0.55 in./hr. a) Compute values of the infiltration rate on these hours: 0.00, 0.10, 0.25, 0.50, 1.00, 2.00, 3.00, 4.00, 5.00, 6.00, 7.00, 8.00, 9.00, 10.00, 15.00, 20.00 b) From the data from question A, plot the curve of infiltration rate vs. time. c) Find the volume infiltrated during the first 10 hrs. d) Find the volume infiltrated between the fourth and sixth hour.
Compute the resulting pressure in kPa after a "real" diffuser in which the energy loss due to sudden enlargement is considered for the flow of water at 25°C from a 36 mm OD x 2.0 mm wall copper tube to an 85 mm OD x 2.5 mm wall copper tube, the pipes are the same elevation. The volume flow rate is 150 L/min and the pressure before the enlargement is 505.823 kPa. NB: OD = Outside Diameter, Wall refers to the pipe's thickness (t) Hints: • Obtain the specific weight of water for the given temperature from Appendix A (Table A.1). • Obtain the resistance coefficient (K) for sudden enlargement from Table 10.3B in chapter 10. Instructions: Only express the areas in scientific notation to three decimal places but round off to three decimal places in normal number format where necessary throughout your calculations leading to the final answer and including the final answer for all other computations excluding the area.
Answer all in type. Please civil engineering.
1.6 A flat circular plate, 1.25 m diameter is immersed in sewage water (density 1200 kg/m³) such that its greatest and least depths are 1.50 m and 0.60 m respectively. Determine the force exerted on one face by the water pressure, 1.5m 0.6m α [Ans: 15180 N]
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The minimum temperature of the water is 5 °C, the free chlorine residual in the effluent from the basin is to be 2 mg/L, the first-order decay coefficient for chlorine is assumed to be 0.2 h-¹, and the flow rate is 1.5 x 104 m³/d. The pH of the water varies between 7.2 and 8.0. Make the calculations for a plug-flow basin. Cta values for achieving 99.9% reduction of Giardia lamblia Temperature (°C) Disinfectant pH ≤1 5 10 15 20 25 Free chlorineb 6 165 116 87 58 44 29 (2 mg/L) 7 236 165 124 83 62 41 8 346 243 182 122 91 61 9 500 353 265 177 132 88 Ozone 6-9 2.9 1.9 1.4 0.95 0.72 0.48 Chlorine 6-9 63 26 23 19 15 11 dioxide Chloramine 6-9 3800 2200 1850 1500 1100 750 (preformed) aC is in mg/L and t is in minutes Ct values depend on the concentration of free chlorine Calculate the dosage of chlorine kg/day) and the detention time minutes) required for 99.9% reduction of G. lamblia. 121.5 486 118 91 40 45 151.5
5- The ET, in mn/month using B-C method for May month with latitude of 35 south and avcrage temperature of 42 C is: i6.28 b- 194.8 c-8.47 d- 262.5 e- all are false 6- The percent of groundwater to the total eanth's water is: c-0.9% a- 30.1% b- 1.2% d- 0.75% c- all are false

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