detailed design

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The literature drew attention to the fact that traditional wastewater treatment methods in Vanuatu have one stage of treatment. This has led to a various environmental impacts caused by inadequately treated effluent leaching from septic tanks contaminating groundwater and leading to health problems for humans and the environment (SOPAC, 2007). In order to further treat the effluent from the septic tank and reduce the environmental impact of wastewater disposal, soakaway trenches were identified as an appropriate method. The soakaway were designed in accordance to the South Australian Health Commission Waste Control Systems code.
Cost analysis of the PWSS and WWTDS was completed to provide the client with a cost estimate of the system. The two systems were broken down into their main components and priced accordingly. As the project will be extensively funded by external organisations in Australia, the prices were obtained in Australian dollars. The prices were sourced from credible manufacturers and stockists who are known for their quality and reliability.
Evaluation of the PWSS and WWTDS indicates of the proposed integrated water system fulfils the design requirements of the project. The simplicity of the engineering design reflects existing practices observed in Vanuatu and the cultural expectations of the Port Resolution Community. As the proposed systems are already implemented in Port Resolution; this emphasises the cost-effectiveness of system. The cost-effective system is further highlighted by the simple design and low construction and maintenance requirements. As the both systems have few moving parts; this increases the standard maintenance period while reducing the reliance on electricity. Hence, less inco...

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...points of the water surface was assumed to be five centimetres.
The cross-sectional area, A, and the wetted perimeter, P, could be computed using Equation 1313 and Equation 1414, respectively. The hydraulic radius, R, denoted by Equation 1515, could be determined (Hamill, 2011). The slope, So, of the gutter was taken as the ratio of the fall of the gutter to the total length of the gutter (Equation 1616). These dimensions were read from the provided architectural drawings. The velocity, V, of the stormwater discharging through the gutter was computed using Manning’s velocity equation for open channel hydraulics (Equation 1717). As all the gutters would be made from wooden material, the Manning’s roughness value, n, was taken as 0.12 (Forestry Sciences Laboratory, 2006). Figure 38 is a sketch of the triangular cross-section which defines various parameters.

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