A community of 300 residents (water use per person = 130 gpd) is lookingat using two sources for water supply: 1. Nearby lake, 2. Local well-aquifer system. The cost functions are as follows (C₁ and C2 representcosts are in arbitrary monetary units and V is the volume of water pumpedper day, in gallons):Cost Functions:System 1: LakeC₁ = 410 +System 2: Well-AquiferV²77x106 3700VC₂=V22000=+40The two systems have distinct water conveyance system characteristics.System efficiency parameter (nVolume deliveredVolume pumpedered) accounts for pipe leak-age and related losses. Given710.8472 = 0.92In 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the goal is to minimize total cost.(a) Compute the optimal system configuration (that is, how much wa-ter is withdrawn from each source) to meet the community water needs.(b) A population projection for the year 2025 puts the population of thiscommunity at 400. Compute the system configuration to meet the pro-jected demand.1(c) Through a conversation and reuse program, the community is able tolower its current per capita water use to 100 gpd. Recompute the systemconfiguration.

Optimal System Configuration****Calculations:**The Total Cost function is . Differentiate with…

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 3700+40 V C₂ The two systems have distinct water conveyance system characteristics. System efficiency parameter (n= Volume delivered) accounts for pipe leak- 1 Volume pumped age and related losses. Given 71 = 0.84 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 (a) Compute the optimal system configuration (that is, how much wa- ter is withdrawn from each source) to meet the community water needs.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. (c) Through a conversation and reuse program, the community is able to lower its current per capita water use to 100 gpd. Recompute the system configuration.

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 3700+40 V C₂ The two systems have distinct water conveyance system characteristics. System efficiency parameter (n= Volume delivered) accounts for pipe leak- 1 Volume pumped age and related losses. Given 71 = 0.84 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. (c) Through a conversation and reuse program, the community is able to lower its current per capita water use to 100 gpd. Recompute the system configuration.

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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