1.Describe the overall water budget for Munoz City and San Jose City during the year (i.e., did it have a surplus or a deficit)?Water Budget- Munoz City140120100|SURPLUSDEFICIT604020JAN. FEB. MAR. APR MAY JUNE JULY AUG. SEPT. OT. NOV. DEC.35 80- PRECIPITATION 47O588065 69 6142434037EVAPORATION2493120 10057Water Budget-San Jose City250200SURPLUS150DEFICIT10050JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SP. OCT. NOV. DEC.PRECIPITATION 172042 62 81 32423739342618-EVA PORATIONO 6512720710337333213PREOPITATIONEVAPORATION

In the atmosphere, a molecule of water vapor spends approximately ten days after evaporating. After…

Answered: 1. Describe the overall water budget…

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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A meteorologist placed three NWS Class A evaporation pans around the Big City Lake to study the evaporation. What is the average evaporation based on the table below? Make sure to define any assumptions. Δ Pan Depths (in) Маx Relative Precip Date Pan Location Dawn Dusk Temp (F) Humidity (in) Antelope 358 89 3.4 21% 6:12 21:27 Island State 15-Jun-09 359 92 2.8 25% 6:13 21:26 Marina 360 Rozel Bay 87 2.4 78% 0.4 6:14 21:25
Question 03 In a given year, a catchment with an area of 9536 km? received 1.3 m of precipitation. The average rate of flow measured in a river draining the catchment was 30 m³s1. a. How much total river runoff occurred in the year (in m³)? b. What is the runoff coefficient? c. How much water is lost due to the combined effects of evaporation, transpiration, and infiltration. (Express in m).
Design a pond for treating leachate from a sanitary landfill having an area of 5000 square meters if the runoff coefficient is 0.40 and effective rainfall is 60 mm/hr. The receiving body of water is Class B. Assume appropriate design data.
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…
Wastewater discharges from two businesses were sampled. The BOD concentrations from Company “A” and Company “B” were 400 mg/L and 250 mg/L within DO concentrations 2.5 mg/L and 6.2 mg/L, respectively. Which company discharge would cause the greatest reduction in Nitrogen concentration (nitrification) in the body of water the discharge was flowing into? Group of answer choices B A and B None of these A
At a particular time, the storage in a reach of the Truckee River is 55.3 acre-ft. At that instant, the inflow into the reach is 375 cfs and the outflow is 563 cfs. After 2 hours, the inflow and outflow are 600 cfs and 675 cfs, respectively. (Hint: you will need to estimate the average inflow and outflow rates to complete the problem) • Determine the change in storage volume during the 2 hours. • Determine the stored volume after 2 hours.
Question 2 5 points The following is relevant water demand information for the town of Goodborough for the design year of 2050: Design Population = 10000 Annual average per capita water demand = 250 L/d Assume a water supply system of Type C is considered for the town, as shown below: Elevated Storage WTP HLP LP Smce Community camouners) Assuming that BOTH equalization storage AND fire storage provided are sufficient, determine the following to meet the water needs of the community in the design year, as per Ontario guidelines A) Design capacity of the WTP (in ML/d; ignore losses) B) Design capacity of Conduit III (in ML/d)
Problem 2. A storm had 3 successive 6-hr intervals of rainfall magnitude of 3.0, 5.0 and 4.0 cm, respectively. Time from the beginning 0 3 6 9 12 18 24 30 36 48 54 60 66 42 of the storm (hr) 6-hr UH ordinates (cumecs) 0 150 250 450 600 800 700 600 450 320 200 100 50 0 a. Plot the resulting DRH due to 3 rainfall events, assuming a phi-index of 0.20 cm/hr. • Recall that the phi-index represents the rate of infiltration. • The hydrograph plots RUNOFF rates, where runoff = precipitation - losses. Note that the rainfall magnitude is reported as total rainfall depth in 6 hrs, so convert infiltration as a total for every 6 hr period. b. Assuming a baseflow of 30 m3/s, what are the ordinates of the storm hydrograph?
Show full solution.According to rainfall data collected by a laboratory during storm events, the precipitation level in inches (X) varies jointly with runoff in cubic feet per second (Y). The joint probability mass function (PMF) of both variables are given by the following Table: Y 1 2 3 10 0.05 0.15 0 20 0.1 0.25 0.25 30 0 0.1 0.1 a. Determine and plot the marginal PMF of runoff.b. Determine the correlation coefficient between X and Y.
%VY . Q1: A catchment area is 5 square miles and the total direct Runoff (E D. R = 11150 ft / sec). Estimate the base flow for the data shown in the table below? Time 2 3 4 5. 6. 500 500 1200 2250 2920 2670 2060 1430 Total Flow(ft/sec) 202.57 | 506.43 700.32 627.97 451.44 269.13 11 U.H 10 1100 910 Time 9 12 13 14 15 16 Total 780 650 530 510 510 500 Flow(ft'/sec) U.H 173.6 118.65 81.03 52.09 28.94 11.57 2.89 Q2: Develop a 3-hr synthetic unit hydrograph for the catchment are using Snyder's method only. If the catchment area is 400 kan?, L= 25 kam and La km, assuming C15 and C,-0.7 •,.0 |||||||||||||1||||||| إلغاء إعادة تعي ين
The precipitation in October is 2.5 inches in a 1400 mi² watershed. The ET rate is 0.8 inch/mo. A river flows out of the watershed at 1000 cfs. What is the groundwater recharge rate for the month of October (ft3/mo)? Assume no groundwater exfiltration or other surface flows. What are some assumptions you should make for this problem? What is precipitation in units of ft³/mo? What is ET in ft3/mo? What is the river flow in ft³/mo? What is the groundwater recharge rate in October in ft3/mo?

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