In a specific project, ground water level has to be reduced prior to constructionand 3 specific well locations have been chosen. The steady state water level(h) at the most critical point can be expressed as a function of pumpage rates(Q) at these locations.h= 1.0+ (0.7* Q₁ + 1.4 * Q₂ + 1.0 * Q3 )The cost of each well is composed of an initial cost and operating costs(function of discharge)*COST₁ = 30+12 * Q₁COST₂ = 45 +10 Q2COST3 == 38 + 11 * Q3Formulate a mathematical program that will determine the optimal (costefficient) well discharges if maximum pumpage rate is limited to 3 m³/sec foreach well and the desired steady state level is 8.0m.(Note: Make sure that no initial cost is applicable for a well with zerodischarge).

Step 1: Step 2: Step 3: Step 4:This is the required mathematical program, if you also need solution…

Answered: In a specific project, ground water…

Practical Management Science

6th Edition

ISBN:9781337406659

Author:WINSTON, Wayne L.

Publisher:WINSTON, Wayne L.

Chapter2: Introduction To Spreadsheet Modeling

Section: Chapter Questions

Problem 20P: Julie James is opening a lemonade stand. She believes the fixed cost per week of running the stand...

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