Concept explainers
The time after which the town will require a new landfill.
Answer to Problem 2.1P
The time after which town will require a new landfill is
Explanation of Solution
Given:
The population is
The industrial waste produced is
The estimated life of landfill is
Concept used:
Write the expression to calculate the amount of waste generated by the residents per day.
Here, waste generated per capita per day is
Write the expression to calculate the capacity of landfill.
Here, the capacity of landfill is
Write the expression for total waste generated per day.
Here, the total waste generated per day is
Write the expression for life of landfill.
Calculations:
Assume the waste generation rate per-capita is
Calculate the amount of waste generated by the resident per day.
Substitute
Calculate the capacity of landfill.
Substitute
Calculate the total waste generated per day.
Substitute
Calculate the life of the landfill.
Substitute
Conclusion:
Thus, the time after which town will require a new landfill is
Want to see more full solutions like this?
- 20kN/m 15 kN/m B C E 8m 4m 6m + 8 m * +arrow_forwardA large embankment is to be built on the 5 m thick layer of normally consolidated clay that is overlain by a 2-m thick layer of sandy soil in the manner shown in Figure E4-1. The groundwater table is located at the sand-clay interface, and capillary rise in the sandy soil is negligible. The unit weight of the sandy soil is 18.5 kN/m3. The clay has a specific gravity of solids (Gs) equal to 2.68 and a moisture content (w) of 50.2%. The results from a one-dimensional (oedometer) consolidation test on a sample of the same clay from the middle of the layer gave an average value of 0.245 for the compression index (Cc). If the final (ultimate) effective stress at the middle of the layer after the application of the embankment loading is 120 kN/m2, what is the average ultimate primary consolidation settlement of the clay layer resulting from this loading?arrow_forwardProblem 1. A 5.5-m-wide rectangular channel has a flow depth of 0.72 m when carrying 27.70 m³/s at the bottom of a spillway. If a hydraulic jump forms, what would be the downstream depth and the jump head loss?arrow_forward
- Problem 6. A 66-inch-diameter reinforced concrete pipe (n = 0.013) carries a flow of 97.6 anoitianeiT bos dtqeⱭ IsɔitiO - е WH e II 196m999Ɑ.v8b29b9W 90G cfs when half full. a. If the slope is 0.0045, calculate normal depth. This does not require a solver. b. Calculate the Froude Number. Would the flow be subcritical or supercritical?meldo19 critical depth is D/22 motod erit its am 05.TS c. What would be the flow rate when critical depth is D/2? How to adt bredaarrow_forwardProblem 2. A rectangular channel with a width of 5 m and slope of 0.0075 carries 38 m³/s. If Manning's n is 0.015, determine normal depth, whether the flow is subcritical or supercritical and the conjugate depth.arrow_forwardProblem 5. Water flows in a rectangular open channel through a width constriction. If the upstream depth is y₁ = 5 ft when the flow is 300 cfs, what is the minimum width, Bmin that will prevent yi from exceeding 5 ft? Neglect head losses. 10 ft Bminarrow_forward
- Problem 3. A trapezoidal channel has a bottom width B = 48.5 ft and side slopes of m = 1.5. Calculate critical depth when the flow is 1146 cfs. Check your answer with the attached chart.arrow_forwardProblem 4. A drainage channel (n = 0.018) has a bottom width of 5 ft and side slopes of m = 2. The flow is 65.0 cfs and the slope is 0.0025. a. Calculate normal depth for the channel. b. Calculate the Froude Number. Is the flow subcritical or supercritical?arrow_forwardFor this exercise consider the single-bay building framing plan shown below, which you have considered previously. It has been decided to change from concrete framing to structural steel framing. A steel deck and concrete slab with a total thickness of five inches spans between the steel beams, and the steel beams are supported by steel girders along two edges. Assume all beams and girders are simple span and design the interior beams and edge girders. Use a design live load of 80 pounds per square foot. The slab dead load is 70 pounds per square foot, which includes the weight of the slab, beams, girders, and superimposed dead loads (mechanical, ceiling, floor finish, etc.). The beams may be assumed to have continuous lateral support from the floor slab. The girders should be assumed to be braced only by the beams (i.e., unbraced length equals beam spacing). The columns supporting the framing have been designed and do not need to be considered. Use steel yield strength Fy = 50 ksi for…arrow_forward
- Solid Waste EngineeringCivil EngineeringISBN:9781305635203Author:Worrell, William A.Publisher:Cengage Learning,