What is the estimated total volume per year?(yard3/year)
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Q: A = 19.0 degrees, b = 15.56 cm, c = 2.50 cm
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A: Time (hour) Flow (m3 /s) Volume (m3 ) 0000 0.0591 425.52 0200 0.0336 241.92 0400 0.0297…
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A: Initial storage in river =84000m3Initial inflow, I1=3.1m3sInitial outflow, O1=3.7m3sFinal inflow,…
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Q: 1.5 1.7 2.3 3.0 2.5 1.4 2.0 1.0 1.1 2.6 1.8 2.0 3.2 1.4 0.9
A: ASKED: To determine the number of trucks (of given capacity) required to fill the given grid. Given,…
Q: Given the following: Cost of borrow = 500 pesos per cubic meter Cost of haul = 20 pesos per cubic…
A: Given data: Cost of borrow = 500 pesos per cubic meter Cost of haul = 20 pesos per cubic meter /…
Q: 6. One cumec-day of volume is equal to * O 86400 m^3 O All the above O 24 cumec-hours O 8.64 ha-m
A: All the option is correct
Q: A. water SG=1.6 4.5 m y 3.5 m oil B 10 m
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Q: Q1: Determine volume of water required to irrigate a field of 40 hectare during the period from…
A: Data Given: Month % of Cu ER (cm) April 9 0.8 May 9 1.2 June 13 3.5 July 18 3.0 August…
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Q: The delta wheat crop is given as 120 cm. Determine the duty of the wheat crop if its base period is…
A: we know that the relationship between delta and duty ∆=8.64BDwhere∆=delta in meterD=duty in…
Q: Q2: Water is delivered from a reservoir to an irrigation project through an earthen canal at a rate…
A: The application efficiency is defined as the quantity of water stored in the root zone to the…
Q: In reference to the Table below: 1 3. 4 Day 11 8 13 5. 9. 11 Rainfall, mm 7 4 3 Water added, mm -5…
A: Given data- Area of lake(A) = 540ha Pan Coefficient (Cp) = 0.7
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Q: Solve the following: show solutions thank you 1. (9.58 ± 0.351) - (2.13 ± 0) = 2. (6.33 ± 0.265) -…
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Q: 01: Determine volume of water required to irrigate a field of 40 hectare during the period from…
A: Area of field (A) = 40×104 m2Annual rainfall (P) = 1000 mmWater application efficiency (ηa) =…
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Q: If the flow rate is 50 liters per second, what is the head loss in meters per kilometer on a 150 mm…
A: Asked: To compute the frictional head loss for flow through pipe. Given: Flow rate (Q) = 50 liters…
Q: The soil you will use for borrow (bank) has a natural unit weight of 119 pcf and a w% of 11.5%. If…
A: Total volume, V = 45000bcy = 45000*27 ft³ = 1215000 ft³ Weight of soil excavated = 1215000*119 =…
Q: boundaries. Create a chart like Figure 1.5 illustrating fluxes in the b Estimate the average annual…
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Q: MASS DIAGRAM Given below are the volumes of cut and fill along the length successive stations 100 m…
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Q: A river reach had a flood were passing through it. At a given instant, the storage of water in the…
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Q: The storage existing in a river reach at a given time is 13 acre-ft, and at the same time, the…
A: Given: The storage reach in the river is 13 acre-ft. The inflow at that time is 450 cfs. The outflow…
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Q: LEASE SHOW STEP BY STEP SOLUTION T.Y:) A swimming pool, 15 m long, 10 m wide, 3 m deep at one end,…
A: Length = 15m Width = 10m H3 = 3m C = .85 H2 = 3 - 1.6 = 1.4m d = 175mm
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A: Figure is as shown
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Q: Find the delta of a crop if the duty is 1800 ha /cumecs and the base period is 130 days. (b) What…
A: Given data : Duty (D)=1800 ha/cumecsBase period (B)=130 daysTo find :Duty if delta increased by 20%…
Q: 1. Compute the following volumes. ) K(3) d) vi(4) e) V}°(10)
A: Volume =length *breadth*height A. 5*2*1=10 B 5*3*2=30 C 4*4*3=48 D 9*2*4=72
Q: If conveyance efficiency is 80% how much is the amount lost if 10 liters/second is available at the…
A: Given: The conveyance efficiency is 80%. The discharge available at the source is 10 lt/sec.
Q: Cost of borrow = 500 pesos per cubic meter Cost of haul = 20 pesos per cubic meter / meter station…
A: Given data: Cost of borrow = 500 pesos per cubic meter Cost of haul = 20 pesos per cubic meter /…
Q: Q.1: List two Structural and two non-structural measures flood control. Two Structural measures Two…
A: Q.1 Structural measure of flood control Dams and reservoirs Levee banks Chhanel modification Non…
Q: In reference to the Table below: Day 1 3 4 6. Rainfall, mm 11 8. 13 6. 11 Water added, mm -5 -3 7 4.…
A: Given data- Pan Coefficient(Cp) = 0.7 Area of lake(A) = 450 ha
Q: 10 kN/m 3.00 m 1,00 m 1,00 m 2.00 m 2.00 m 1.00 m 1.00 m 3.00 m [ Choose ] Vmax [ Choose ] Mmax
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Q: 2. What is the total loss developed in a series of pipes? a) Sum of losses in each pipe only b) Sum…
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Q: A well produces water from a confined aquifer at a rate of 550 m3/day for a period of 30 days, and…
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- Can I get a thorough step by step for the following question? A sanitary landfill has available space 25 ha at an average depth 12 m. Nine hundred sixty-five (965) cubic meters of solid waste are dumped at the site each day for 5 days per week. This waste is compacted to twice its delivered density. Draw a mass-balance diagram and estimate the expected life of the landfill in years.Louis Vuitton buy an island of about 10,000 acres. Currently, it is occupied by 10000 persons generates refuse at an average rate of 4 lb / capita/day. As a way of giving back to the community, they save the 35 ac area as a landfill site, with an average depth of compacted refuse limited to 15 ft. LV estimated that the compacted refuse will have a unit weight of 480 lb/yard3 and that 75% of volume will be taken up by the compacted refuse. What is the area required per year (yard2/year)? Select the correct response: 6789 9876 7604 6543 none of the choices.Villa Escudero is about 1,500 hectares. Currently, it is occupied by 15000 persons generates refuse at an average rate of 2 lb / capita/day. As a way of giving back to the community, they save the 55 ac area as a landfill site, with an average depth of compacted refuse limited to 20 ft. Ken Escudero estimated that the compacted refuse will have a unit weight of 580 lb/yard3 and that 75% of volume will be taken up by the compacted refuse. What is the volume of compacted refuse (yard3/year)? Select the correct response: 15000 23568 25000 none of the choices. 18879
- Verde Island is about 10,500 acres. Currently, it is occupied by 12000 persons generates refuse at an average rate of 2 lb / capita/day. As a way of giving back to the community, they save the 55 ac area as a landfill site, with an average depth of compacted refuse limited to 13 ft. LGU estimated that the compacted refuse will have a unit weight of 480 lb/yard3 and that 75% of volume will be taken up by the compacted refuse. What is the useful life of the SLF (year)?Suppose a city of 50,000 people generates 40,000 tons of MSW per year. At current recovery and recycling rates, 22 percent of that is recovered or recycled and the rest goes to a landfill. Suppose also that the landfill density is 1,000 lb/yd^3, cell depth is 10 ft, and 80 percent of the cell is MSW.(a) What lift area would be required per year?(b) If the current landfill site covers 50 acres, including 10 acres needed for access roads and auxiliary facilities, and two more lifts are envisioned, how long would it take to complete this landfill?(ii) The Kumasi landfill serves a population of 253,000. Each week 325 trucks bring a total of 2180 tonnes of MSW to the landfill. Each truck averages two loads per day. The trucks each has a capacity of 4.5 tonnes, and operate 5 days per week. (a) How much MSW is generated per person? Give your answer in kg.capta-1.day. (1 tonne = 1000kg). (b) What is the average load (in metric tonnes) in each truck when they at the landfill? At what capacity are the trucks operating? (c) If the density of the waste is 265kg.m-3, what is the volume of the MSW disposed of at the landfill each week?
- A town with 2,350 residents wants to establish a municipality owned and operated solid waste collection program. They can purchase one of three possible trucks that have the ff. characteristics: Truck A, 18 m^3 capacity Truck B, 15 m^3 capacity Truck C, 12 m^3 capacity If the truck is to collect the refuse for one-fifth of the town each day during a 5-day work week, then every residence will be collected during the week, and the truck will have to make only one trip per day to the landfill. Which truck or trucks will have sufficient capacity. Assume a rate of 1.75 kg/capita/d. Assume that the truck is able to compact the refuse to 350 kg/ m^3 What is the total tonnage of solid waste to be collected/wk? What is the total weight of waste to be collected everyday? What is the required truck capacity in cubic meters? Which truck should be bought?1. A sanitary landfill has available space of 16.2 ha at an average depth of 10 m. Seven hundred sixty-five (765) cubic meters of solid waste are dumped at the site 5 days per week. This waste is compacted to twice its delivered density. Draw a mass balance diagram and estimate the expected life of the landfill in years.The rate of percolation into a 12-m deep landfill is 248 mm/y. The refuse (i.e., waste) field capacity is 305 mm/m and the moisture content of the refuse is 180 mm/m. Calculate how many years it will take for the moisture front to move through the landfill and produce leachate. Round your answer to one term past the decimal point.
- How many residences can be served? If we have a compactor truck which has a capacity of 30 yd3, each truck makes 3 trips/day 5 days a week, each residence has 3 people and each person produces 4lbs of waste. The density of the compacted waste is 425 lbs/yd3.From the following date, estimate the unit waste disposal rate per week for a residentialarea consisting of 1200 homes. The average occupancy is 4 persons per home. Theobservation location is a local transfer station that receives all of the wastes collected fordisposal. The observation period was one week.Data:Number of compactor truck loads = 10Average size of compactor truck = 20 yd3Number of flatbed loads = 6Average flatbed volume = 3 yd3Number of loads from individual residents’ private cars and trucks = 20 Estimatedaverage volume per domestic vehicle = 9 ft3Estimate the area and volume of landfill to handle the solid waste from Warriorville for20 years. Based on a 10 yd sample of waste collected from an existing landfill during normal off‐loadingoperations. Assume the following:1. Population of 14,5662. Average solid waste generation rate of 2.42 lbs cap‐1 d‐13. Average uncompacted density of 9.03 lbs ft34. cell height of 8 ft 5. recommended depths of cover will be used6. normal compaction7. characterization of Warriorville solid waste based on a based on a 10yd dumpster sample isdescribed belowWaste Composition Mass (lbs)Food waste 56.5Paper and Cardboard 120.8Plastic 10.1Rubber, leather, wood 26.7Textiles 23.1Metals (90% Ferrous) 45.2Glass 30.6Miscellaneous 54.5