The following is relevant water demand information for the town of Goodborough for the design year of 2050 Design Population = 10000 Annual average per capita water demand = 250 Lid Assume a water supply system of Type C is considered for the town, as shown below. E levated Storage uP WTP HLP Smce Camun Assuming that BOTH equalization storage AND fire storage provided are sufficient, determine the following to meet the water needs of the community in the design year, as per Ontario guidelines A) Design capacity of the WTP (in ML/d; ignore losses) B) Design capacity of Conduit III (in ML/d)
The following is relevant water demand information for the town of Goodborough for the design year of 2050 Design Population = 10000 Annual average per capita water demand = 250 Lid Assume a water supply system of Type C is considered for the town, as shown below. E levated Storage uP WTP HLP Smce Camun Assuming that BOTH equalization storage AND fire storage provided are sufficient, determine the following to meet the water needs of the community in the design year, as per Ontario guidelines A) Design capacity of the WTP (in ML/d; ignore losses) B) Design capacity of Conduit III (in ML/d)
Chapter2: Loads On Structures
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The following is relevant water demand information for the town of Goodborough for the design year of 2050:
Design Population = 10000
Annual average per capita water demand = 250 L/d
Assume a water supply system of Type C is considered for the town, as shown below:
Elevated
Storage
WTP HLP
LP
Smce
Community
camouners)
Assuming that BOTH equalization storage AND fire storage provided are sufficient, determine the following to meet the water needs of the community in the design year, as per Ontario guidelines
A) Design capacity of the WTP (in ML/d; ignore losses)
B) Design capacity of Conduit III (in ML/d)
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