Surface Water Hydrology

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Please read the attached file explaining all project details as the options given about the type of service and page limit and etc.. were limited. this is an engineering project  (hydrology).

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1| P a g e300983: Surface Water HydrologyProject Brief(Session 2, 2020)Due Date: 4:00pm, Monday28September2020 Online submission using Turnitin Weight: 30%Please note that group submission is changed to individual submission to address the impact of COVID-19 which has been conveyed through announcements during lecture sessions and vUWS postings.Project backgroundIn this project,you are required to prepare hydrologic analysis of block of land planned for development (see attached map –based on your student number as explained above). The purpose is to satisfy regulatory requirements and get necessary approvals (from hydraulic and hydrologic perspectives) for development.You will need to collect necessary data (as formulated below) using ARR Vol 2 to construct rainfall patterns and the Bureau of Meteorology site (http://www.bom.gov.au/water/designRainfalls/ifd/index.shtml). Perform detailed hydrologic and hydraulic analyses of the basin before and after the proposed development. Discuss, in detail, the actions you propose so that the regulatory agencies’ requirements are met. You will need to perform analyses by using the basic principles you’ve learnt in Surface Water Hydrology (300983), Hydraulics (300765) and Fluid Mechanics (300762). You will also need to confirm reliability of your results by using the software packages HEC-HMS.The submission mustbe in the form of a technical report following the formulated stepsgiven belowwith a brief introduction to the problem, methodology used, your findings, recommendations, and references + all maps/drawings. It is to be typed using Times New Roman size 12 font and double spaced.You will need to submit your report, all associated (Microsoft Excel) spreadsheets and all HEC-HMS files. Submissions is via Turnitin in vUWS. Please refer the learning guide for marking criteria.Make justifiable and meaningful engineering assumptions, where necessary.Please use the basins provided according to followings:Basin 1 if 0 ≤ X ≤3; Use AEP 5% 3-hr storm durationBasin 2 if 3 ˂X ≤7; Use AEP 1% 3-hr storm durationBasin 3 if X > 7; Use AEP 10% 3-hr storm durationFor example, use Basin 2, AEP 1% 3-hr storm duration for X= 7if your student ID is 12345678.

2| P a g eBasin1(3 sub-basins)Centroid of Basin 1 is as follows:Lattitude = 31.073⁰SouthLongitude = 151.275⁰EastNote: 1 and outlet are outlets of three Sub-basinsUse the scale shown in the figure to estimate the areasBasin2 (3 Sub-basins)Centroid of Basin 1 is as follows:Lattitude = 31.075⁰SouthLongitude = 150.810⁰EastNote: 1 and outlet are outlets of three Sub-basinsUse the scale shown in the figure to estimate the areas

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