Park Single- family dwellings School Magndia St. Single- family dwellings Oak Lane Hickory Blvd, Single-family dwelling

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Park Single Family Dwellings School Magndia St Single Family Dwellings Oak Lane Hickory Blvd Single Family Dwelling 1 (65.3 KiB) Viewed 67 times

Park Single- family dwellings School Magndia St. Single- family dwellings Oak Lane Hickory Blvd, Single-family dwelling Industrial park Cypress Av. Low-rise apartments Cedar Ave. Commercial Shopping center Commercial Low-rise apartments Low-rise apartments Commercial Single-family dwellings Beech St. Duplexes Duplexes Hospital Single-family dwellings 0 500 Scale, To treatment plant Figure 4.14 Map for Probs. 4-3 and 4-4. Note: m x 3.2808 = ft.
Table 4-11 Saturation population densities and wastewater flows for Prob. 4-4 Saturation population Wastewater Zoning Type of development density, person/ha flow, L/capitad Residential Single-family dwellings 30 380 Residential Duplexes 50 310 Residential Low-rise apartments - 260 100
4-4 Develop a preliminary design, including flowrates, pipe sizes, and pipe slopes, for the trunk sewer to be used in the development shown in Fig. 4-14. Flowrate determinations and design conditions are to be based on the following information. Expected saturation population densities and wastewater flows for the various types of housing are given in Table 4-11. Commercial and industrial wastewater flow is estimated to be 28 and 56 m/had, respectively. Average peaking factors are 1.5 for the commercial flows and 3.0 for the industrial flows. The school is to serve 2500 students at ultimate capacity, with an average flow of 80 L/students. d and a peaking factor of 4.0. Hospital and park flows are the same as those listed in Prob. 4-3.