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TASK WASTE WATER DISTRIBUTION . The sewerage pipe will be designed to serve City "X". There are several types of housing and public facilities in the city, with the following details: Luxury home 300 units Ordinary house 175 units Hospital (@50 beds) 20 units Public health center 35 units Hotels (@60 rooms) 14 units School (@180 students) 11 units Worship facilities 10 units From the data, calculate and make: . . . a. Make a sketch of the pipe network from the housing and public facilities above which consists of parcel pipes, service pipes, laterals and the approximate location of domestic WWTPs. B. Number and diameter of service, lateral and main pipes (assume that the service pipe receives domestic wastewater from how many parcels, and so on. Don't forget to adjust the discharge received by each pipe so that it does not exceed the diameter capacity in general) C. Check the value of Vmax and Vmin of each service pipe, lateral and main. If the values of Vmax and Vmin do not match the design criteria, then adjust the pipe diameter, but with a note that the pipe diameter dimensions do not deviate from the diameter range of each pipe (diameter range for service pipes is 6-8 inches, lateral pipe is at least 8 inches and main pipe is adjusted to total debit accommodated). If it is not possible to adjust the pipe diameter, then the correction of Vmax and Vmin can be done by adjusting the value of the channel slope or slope Some other assumptions that can be used: The Manning coefficient value uses a value of 0.013 The maximum factor value is 1.1 -1.45 of the average wastewater discharge The peak factor value is 1.2-2 of the maximum wastewater discharge The minimum factor value is 0.5 of the average wastewater discharge Infiltration discharge value is ignored Assume yourself the slope value, dD value and other design parameters (provided they are still in accordance with the specified design criteria range) The standard of clean water needs can refer to the Directorate General of Human Settlements or the Plumbing Planning and Maintenance Book (Mourimura) . . . TASK WASTE WATER DISTRIBUTION . The sewerage pipe will be designed to serve City "X". There are several types of housing and public facilities in the city, with the following details: Luxury home 300 units Ordinary house 175 units Hospital (@50 beds) 20 units Public health center 35 units Hotels (@60 rooms) 14 units School (@180 students) 11 units Worship facilities 10 units From the data, calculate and make: . . . a. Make a sketch of the pipe network from the housing and public facilities above which consists of parcel pipes, service pipes, laterals and the approximate location of domestic WWTPs. B. Number and diameter of service, lateral and main pipes (assume that the service pipe receives domestic wastewater from how many parcels, and so on. Don't forget to adjust the discharge received by each pipe so that it does not exceed the diameter capacity in general) C. Check the value of Vmax and Vmin of each service pipe, lateral and main. If the values of Vmax and Vmin do not match the design criteria, then adjust the pipe diameter, but with a note that the pipe diameter dimensions do not deviate from the diameter range of each pipe (diameter range for service pipes is 6-8 inches, lateral pipe is at least 8 inches and main pipe is adjusted to total debit accommodated). If it is not possible to adjust the pipe diameter, then the correction of Vmax and Vmin can be done by adjusting the value of the channel slope or slope Some other assumptions that can be used: The Manning coefficient value uses a value of 0.013 The maximum factor value is 1.1 -1.45 of the average wastewater discharge The peak factor value is 1.2-2 of the maximum wastewater discharge The minimum factor value is 0.5 of the average wastewater discharge Infiltration discharge value is ignored Assume yourself the slope value, dD value and other design parameters (provided they are still in accordance with the specified design criteria range) The standard of clean water needs can refer to the Directorate General of Human Settlements or the Plumbing Planning and Maintenance Book (Mourimura)