HYDROLOGY AND DRAINAGE: For a RE-development that has 3 acres Managed Turf and 3 acres Impervious Cover and 1 acre is disturbed for a linear project; however 0.26 acres of turf were drained to a bioswale (Grass Channel), how many pounds of nitrogen can be removed in a year? a. 0.31 #/yr b. 0.63 #/yr c. 0.78 #/yr d. 0.97 #/yr

HYDROLOGY AND DRAINAGE: For a RE-development that has 3 acres Managed Turf and 3 acres Impervious Cover and 1 acre is disturbed for a linear project; however 0.26 acres of turf were drained to a bioswale (Grass Channel), how many pounds of nitrogen can be removed in a year? a. 0.31 #/yr b. 0.63 #/yr c. 0.78 #/yr d. 0.97 #/yr

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Which surface is likely to have the highest value of runoff detention storage? Group of answer choices a) A steeply sloped concrete parking lot b) A pitched roof c) A flat roof d) A glass tabletop
10 kN/m 1.00 m 3.00 m 1.00 m 2.00 m 2.00 m 1.00 m 3.00m 100 m Vmax [ChooseJ Mmax [Choose)
TQ2]// [A]: Given; the following data for an irrigated field. - Field capacity =20%) by wt. - Wilting point=10%) by wt. - Percentage of allowable depletion of available moisture content =65% - Effective rainfall = 20 mm. - Apparent specific gravity of the soil =1.5. Determine the net irrigation requirement per meter depth of soil. [B]: Prove that: Pw x 100 Pww Pw + 100
A Palm Spring golf course has requested a permit to install a 40000 ft2 pond to enhance the beauty of its facilities. Since the evaporation rates are very high in Palm Springs, it is likely they will need to pump a lot of groundwater to keep the pond full. The city has hired you (a water resources engineer) to determine how much water needs to be pumped per year in order to keep the pond filled. There is a small creek that discharges an average of 0.25 m3/s into the pond. The outlet valve from the pond releases an average rate of 0.30 m3/s (to keep the pond from getting stagnant). Precipitation on the pond is 260 mm/year, and the annual evaporation is estimated to be 105 inches/year. The pond will be lined with concrete to prevent any drainage or seepage from the bottom. Using a water balance, what volume (on average) of groundwater (in cubic meters) must be added to the lake each year to keep the pond at a constant level? Draw a schematic of the problem to identify the control volume…
Given the following soil and crop data are provided:• Area to be irrigated = 50000 m2• Soil: medium texture, loam• Crop: Millet with peak daily water use = 6.2mm/day• Soil moisture at field capacity = 30 cm/m• Soil moisture at the permanent wilting point = 15 cm/m• Allowable portion of available moisture permitted for depletion by thecrop before the next irrigation = 50%• RZD = 80 cm• Soil infiltration rate = 5.6 mm/hr• Irrigation efficiency = 75%• Operation time per day: 2 shifts per day operating at 600 minutes pershiftDetermine:Available moisture.Net depth of water application per irrigation.Irrigation frequency. Gross depth of water application.System capacity.
Q#2 The moisture holding capacity of the soil in a 100-hectare farm is 18 cm/m, the field is to be irrigated when 50% of t'ne available moisture in the root zone is depleted. The irrigation water is to be supplied by a pump working for 10 hours a day, and water application efficiency is 75%. Details of crops planned for cultivation area are as follows: Root z'one depth (m) Peak rate of moisture use (mm/day) 5 4 Crop X Y Solve for 1) The capacity of irrigation system required, to irrigate crop X in 36 hectares. 2) The area of crop Y that can be irrigated when the available capacity of irrigation is 40 L/s. 1 0.8
Determine the following: a.The WQDvfor the basin b.The volume and water surface elevation of the micropool c.The water surface elevation of the WQDv d.The size of the water quality outletorifice
List 3 qualities required of groundwater of which supply depends on its purpose
Determine the runoff coefficient for an area of 0.1 km2. 7000 m2 by Gravel driveways and walks, and 12000 m2 by Asphaltic cement streets, 22000 m2 is covered by buildings. The remaining area is slope >7%, heavy soil, covered by grass lawn 0.8705 ~0.5445 O 0.7705 ~0.6445 O 0.6705 ~0.4445 O
i need the answer quickly