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17-24. Design a water distribution system for the Village of Waffle (Figure P-17-24). The specific de- sign requirements of the client are as follows: 128 m Figure P-17-24 Village of Waffle. -120 m 120 m Open in new tab 00 N ☐ Pancake Road D Apartments ☐ DD. D ☐ 128 m Coffee Creek DODQ00000 Eggs Road State Road 00000 ㅁㅁㅁㅁㅁㅁ Syrup River _128 m 136 m 120 m ㅁㅁㅁ Syrup River 112 m 104 m 100-Year flood -112 m 120 m- 128 m Water tower Grd El 137 m 100 m Share a. Fire protection to be provided by the water distribution system. b. Minimum water pressure at top of apartment building is to be 240 kPa. c. Maximum system pressure is to be 550 kPa. The following assumptions may be used in the design: a. Each of the four apartment buildings is occupied by 50 residents. Each apartment building is four stories high. Each story is 3 m high. b. Each house is occupied by three residents. c. Average daily demand for the village is 500 Lpcd. d. Peaking factor is 6.2 for peak hour demand. e. Needed fire flow for the houses is 230 m³/h. Focus View 3/L < Previous | Next > Download PDF Cite Share Bookmark Labels Annotate i. The distribution system will not contain any loops. To satisfactorily complete the design, you must provide the following: a. A design table similar to that used in Example 17-4 showing the pipe diameters and pressures at critical points (e.g., high and low elevations, and end of pipe). b. A standard size storage tank from Figure P-17-19, the volume of the storage tank, the minimum and maximum elevations (above mean sea level (MSL) and above grade) of water in the storage tank. c. Locate fire hydrants and valves on a copy of the water line map (Figure P-17-24).

17-24. Design a water distribution system for the Village of Waffle (Figure P-17-24). The specific de- sign requirements of the client are as follows: 128 m Figure P-17-24 Village of Waffle. -120 m 120 m Open in new tab 00 N ☐ Pancake Road D Apartments ☐ DD. D ☐ 128 m Coffee Creek DODQ00000 Eggs Road State Road 00000 ㅁㅁㅁㅁㅁㅁ Syrup River _128 m 136 m 120 m ㅁㅁㅁ Syrup River 112 m 104 m 100-Year flood -112 m 120 m- 128 m Water tower Grd El 137 m 100 m Share a. Fire protection to be provided by the water distribution system. b. Minimum water pressure at top of apartment building is to be 240 kPa. c. Maximum system pressure is to be 550 kPa. The following assumptions may be used in the design: a. Each of the four apartment buildings is occupied by 50 residents. Each apartment building is four stories high. Each story is 3 m high. b. Each house is occupied by three residents. c. Average daily demand for the village is 500 Lpcd. d. Peaking factor is 6.2 for peak hour demand. e. Needed fire flow for the houses is 230 m³/h. Focus View 3/L < Previous | Next > Download PDF Cite Share Bookmark Labels Annotate i. The distribution system will not contain any loops. To satisfactorily complete the design, you must provide the following: a. A design table similar to that used in Example 17-4 showing the pipe diameters and pressures at critical points (e.g., high and low elevations, and end of pipe). b. A standard size storage tank from Figure P-17-19, the volume of the storage tank, the minimum and maximum elevations (above mean sea level (MSL) and above grade) of water in the storage tank. c. Locate fire hydrants and valves on a copy of the water line map (Figure P-17-24).

Residential Construction Academy: House Wiring (MindTap Course List)
Residential Construction Academy: House Wiring (MindTap Course List)
4th Edition
ISBN:9781285852225
Author:Gregory W Fletcher
Publisher:Gregory W Fletcher
Chapter15: Special Residential Wiring Situations
Section: Chapter Questions
Problem 4RQ
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17-24. Design a water distribution system for the Village of Waffle (Figure P-17-24). The specific de- sign requirements of the client are as follows: 128 m Figure P-17-24 Village of Waffle. -120 m 120 m Open in new tab 00 N ☐ Pancake Road D Apartments ☐ DD. D ☐ 128 m Coffee Creek DODQ00000 Eggs Road State Road 00000 ㅁㅁㅁㅁㅁㅁ Syrup River _128 m 136 m 120 m ㅁㅁㅁ Syrup River 112 m 104 m 100-Year flood -112 m 120 m- 128 m Water tower Grd El 137 m 100 m Share a. Fire protection to be provided by the water distribution system. b. Minimum water pressure at top of apartment building is to be 240 kPa. c. Maximum system pressure is to be 550 kPa. The following assumptions may be used in the design: a. Each of the four apartment buildings is occupied by 50 residents. Each apartment building is four stories high. Each story is 3 m high. b. Each house is occupied by three residents. c. Average daily demand for the village is 500 Lpcd. d. Peaking factor is 6.2 for peak hour demand. e. Needed fire flow for the houses is 230 m³/h. Focus View 3/L < Previous | Next > Download PDF Cite Share Bookmark Labels Annotate i. The distribution system will not contain any loops. To satisfactorily complete the design, you must provide the following: a. A design table similar to that used in Example 17-4 showing the pipe diameters and pressures at critical points (e.g., high and low elevations, and end of pipe). b. A standard size storage tank from Figure P-17-19, the volume of the storage tank, the minimum and maximum elevations (above mean sea level (MSL) and above grade) of water in the storage tank. c. Locate fire hydrants and valves on a copy of the water line map (Figure P-17-24).
Transcribed Image Text:17-24. Design a water distribution system for the Village of Waffle (Figure P-17-24). The specific de- sign requirements of the client are as follows: 128 m Figure P-17-24 Village of Waffle. -120 m 120 m Open in new tab 00 N ☐ Pancake Road D Apartments ☐ DD. D ☐ 128 m Coffee Creek DODQ00000 Eggs Road State Road 00000 ㅁㅁㅁㅁㅁㅁ Syrup River _128 m 136 m 120 m ㅁㅁㅁ Syrup River 112 m 104 m 100-Year flood -112 m 120 m- 128 m Water tower Grd El 137 m 100 m Share a. Fire protection to be provided by the water distribution system. b. Minimum water pressure at top of apartment building is to be 240 kPa. c. Maximum system pressure is to be 550 kPa. The following assumptions may be used in the design: a. Each of the four apartment buildings is occupied by 50 residents. Each apartment building is four stories high. Each story is 3 m high. b. Each house is occupied by three residents. c. Average daily demand for the village is 500 Lpcd. d. Peaking factor is 6.2 for peak hour demand. e. Needed fire flow for the houses is 230 m³/h. Focus View 3/L < Previous | Next > Download PDF Cite Share Bookmark Labels Annotate i. The distribution system will not contain any loops. To satisfactorily complete the design, you must provide the following: a. A design table similar to that used in Example 17-4 showing the pipe diameters and pressures at critical points (e.g., high and low elevations, and end of pipe). b. A standard size storage tank from Figure P-17-19, the volume of the storage tank, the minimum and maximum elevations (above mean sea level (MSL) and above grade) of water in the storage tank. c. Locate fire hydrants and valves on a copy of the water line map (Figure P-17-24).
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