please answer evironmental design question. will thumbs up if correct. Estimating water demand using per capita modelProblem 2Estimate the expected average daily water demand (Lpcd) for the area shown below. Data on theexpected saturation population densities and water demands are given.Industrial Area40 ha35,000 L/ha.dSingle Family Dwellings25 haChurchHigh Rise Building70 ha350 c/ha500 LpcdCommercial Area150 ha60 person/ha400 LpcdUniversity70 ha15,000 students200 LpcdParks12 ha220 people/ha; 35,000 10,000 L/ha.dL/ha.dZoneArea Population Water Demand(ha)(Lphad)1.5 ha, 2000 c60 LpcdSchool5 ha; 2500 students220 LpcdHospital15 ha300 beds-700 Lpd/bed500employees-Lpd/employee250Water Demand Water Demand(Lpcd)(m³/d)IndustrialSinglefamilydwellingsChurchHigh-rise buildingUniversitySchoolCommercial AreaPark/PlaygroundHospitalTotal

Here's how you get the average daily water demand on each zone: 1. Industrial Areas 35,000L/ha.d x…

Answered: Estimating water demand using per…

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

From the table below, compute the catchment volume from the total data of precipitation, runoff, ground water, and evapotranspiration from the month of February to October in km per month. Event Jan Feb Mar Apr May Jun Jul Sep Oct Nov Dec Precipitation (km2/month) 1003 2500 1800 4000 1420 4320 5100 4900 3512. 2450 3108 Ground water 521 684 1250 120 750 841 880 645 542 Ckm/manth) Evapotranspiration. km/month) 125 185 540 403 654 1526 750 512 Runoff 458 345 451 231 125 420 451 265 485 64 (km3/month)
A community of 300 residents (water use per person = 130 gpd) is looking at using two sources for water supply: 1. Nearby lake, 2. Local well- aquifer system. The cost functions are as follows (C₁ and C2 represent costs are in arbitrary monetary units and V is the volume of water pumped per day, in gallons): Cost Functions: System 1: Lake C₁ = 410 + System 2: Well-Aquifer V² 77x106 3700 V C₂= V 22000 = +40 The two systems have distinct water conveyance system characteristics. System efficiency parameter (n Volume delivered Volume pumped ered) accounts for pipe leak- age and related losses. Given 710.84 72 = 0.92 In all computations, the goal is to minimize total cost. (a) Compute the optimal system configuration (that is, how much wa- ter is withdrawn from each source) to meet the community water needs. (b) A population projection for the year 2025 puts the population of this community at 400. Compute the system configuration to meet the pro- jected demand. 1 (c) Through a conversation…
J 5
Use 4 decimals on solution and Final answer.
From the table below, compute the catchment volume from the total data of precipitation, runoff, ground water, and evapotranspiration from the month of February to October in km per month. Event Jan Feb Mar Apr May Jun Jul August Sep Oct Nov Dec Precipitation 1003 2500 1800 4000 1420 43205100 8400 4900 3512 2450 3108 (km³/month) Ground water 521 684 1250 120 750 841 470 880 645 542 (km³/month) Evapotranspiration Tkm²/month) 125 185 540 403 654 1526 285 750 512 Runoff (km3/month) 451 -265 495 64 458 345 451 231 125 420
A community of 300 residents (water use per person = 130 gpd) is looking at using two sources for water supply: 1. Nearby lake, 2. Local well- aquifer system. The cost functions are as follows (C₁ and C₂ represent costs are in arbitrary monetary units and V is the volume of water pumped per day, in gallons): Cost Functions: System 1: Lake C₁ = 410 + V 22000 System 2: Well-Aquifer V² 77x106 C₂: = V 3700 +40 The two systems have distinct water conveyance system characteristics. System efficiency parameter (n = Volume pumped Volume delivered accounts for pipe leak- age and related losses. Given 71 = 0.84 772 = 0.92 In all computations, the goal is to minimize total cost. (a) Compute the optimal system configuration (that is, how much wa- ter is withdrawn from each source) to meet the community water needs. (b) A population projection for the year 2025 puts the population of this community at 400. Compute the system configuration to meet the pro- jected demand. (c) Through a conversation…
In the year 2010 in X county had a total water withdrawl of 277.5 mgd The population of X county was 8.00647 x 10e5 What was the average unit water use (gallons per captia per day) of water for this county for the year. * Answer in units of gpcd*
Water Supply Engineering
Define the following terms (Answer only five) 1. Mass balance equation 2. Detention storage 3. Mass curve 4. Unit hydrograph 5. Ground water depletion curve 6. Percolation 7. Ø-index
Problem 3 The table below contains the data for a one-hour unit hydrograph. Time Q (hr) (cfs/in) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 0 145 246 359 979 432 246 134 65 32 0 (a) Determine the area of the watershed to which this unit hydrograph corresponds. Report your answer in acres. (b) Assume a very intense 3-hour storm occurs shortly after a rainy period, so the ground is very saturated. The runoff from the first one-hour interval of the storm totals 0.5 in., the runoff from the second one-hour interval is 2.5 in, and the runoff from the third one-hour interval totals 1.7 in. The baseflow during and after the storm is 80 cfs. Derive the storm hydrograph for this 3-hour storm. table that clearly indicates how you used the unit hydrograph, sample calculations Provide a with sufficient explanation, explanatory sketches, and a graph of the storm hydrograph. (c) Determine the peak discharge that will occur in the river if this 3-hour storm occurs.
Subject water system design
Can I get a thorough step by step for the following question? A residential development of number of houses is being planned. Assume that American Water Works Association (AWWA) average daily household consumption (440 lpcd) applies and that each house has 4 residents. The estimated average daily water production is 528,000 L/d that is supplied by the city. Estimate the number of houses were served by the city.

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS