Question: Sch ma du r seau de canalisation multiples Problem Formulation 1 . Knowing that the pipes are semi - rough, with pipe roughness k =

Schma du rseau de canalisation multiples Problem Formulation 1. Knowing that the pipes are semi-rough, with pipe roughness k=0.00002m , and water's kinematic viscosity v=1.13106m2/s o Calculate the Ki coefficients and ni exponents. o The Ki coefficients are calculated based on the expected flow rate plus or minus 10% of their values, according to the methodology used in class. o Express the formula for linear head losses for each pipe in power format (h=KiQi^ni) by determining the value of Ki and ni for each pipe. o Present your reasoning and methodology for the calculation and summarize the results in a table. 2. Using the law of mass conservation at the nodes and the law of energy conservation in loops (real and fictitious, if necessary), along with the pump characteristic curve hp=H0+BQ+AQ^2 o Formulate the system of equations necessary to solve the flow in the network. o Clearly detail your reasoning and methodology, respecting the norms and sign conventions presented in class. 3. Solve the problem! o You can use the method presented in class (Excel spreadsheet) or solve the system of equations using your own approach. o Clearly describe the steps, the results obtained, and the convergence criteria adopted. Network Modeling and Discussion of Results 4. Model the network in question using the EPANET 2.2 software with the provided and calculated data from part 1 as needed. 5. Solve the problem (Run) and synthesize the results in tables, presenting the results for: o Pipes (flows, velocities, head losses, etc.) o Pressures/heads at the nodes o Pump head 6. Discuss the results obtained using both methods and report all your observations regarding: o Changes in flow direction and why? o Velocities? o Heads at the nodes? Point Distribution Total points: 10010 points for language: Grammar, spelling, syntax 10 points for presentation: Proper pagination, title page, justified text, etc. 30 points for problem formulation: (Calculations of head loss coefficients, system of equations, etc.)25 points for correct network modeling (Attach your EPANET project to the report)25 points for discussion Formatting Requirements: Line spacing: 1.15 Font size: 12 Normal margins Single-line paragraph spacing
Sch ma du r seau de canalisation multiples

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