A residential development will be built in Tafton, PA, and a small water treatment plant is needed. You, a local enginee
Posted: Tue Apr 26, 2022 1:44 pm
A residential development will be built in Tafton, PA, and a small water treatment plant is needed. You, a local engineer, have been asked to design the dimensions of the: rapid mixing tanks, flocculation tanks, settling tanks, and filters; as well as determine the layout of the plant. The design must meet the regulations in the 10 State Standards (Chapter 4). The plant is to be designed for a flow of 15 mgd. Additional design parameters are given below: -There shall be a minimum of 2 tanks and a maximum of 5 tanks for each process. The total footprint of plant shall not exceed the lot size of 200ft x 400ft, which is approximately 1.5 acres. -There is an administrative building that is 100ft x 50ft on the lot. Walkways between tanks shall be 3ft minimum -Roadways between each process shall be 12ft minimum to allow for vehicular access. Rapid -mixers: a square tank is recommended. The depth of the tank is not to exceed 10ft. The power requirement (P) is 200lb-ft2/s. Note: For the site, there is no limits for the rapid mixers volume per tank -Flocculation Tanks: a rectangular or circular tank, with low turbidity, is recommended as per dimensions given in Table 5.2 of text. Settling tanks: a rectangular tank with peripheral weirs is recommended as per dimensions given in Table 5.2 of text. (Note: When checking the velocity, check the vertical velocity) -Filters: use rapid sand filters with a loading rate of 3 gpm/ft2 with a minimum of 4 filters -Determine the 10 state standards for each process, as well as the site overall site requirements (limitations, what needs to be included, etc) -Design the rapid mixer - volume number of tanks and dimensions -Flocculation Tanks - volume required, number of tanks and dimensions - Settling Tanks - volume required, number of tanks and dimensions -Filters - number of filters and dimensions -Reminder: Check the 10 state standards, as applicable. For example: for the settiing tank check the hydraulic loading rate (gal per day/ft2), go, and the weir loading (gal per daylinear ft). Also sketch a layout (to scale) for the water treatment plant. The layout of the components should be logical based on the order of the treatment process.
Solution Design of water treatment plant 1) Rapide design Given that feed Impir -232001 super standard the detention time should not enoted Oct Find the volume Bly wning the relation as shown below be 10:33 200 Por que miner, the maximum depth of tank 10h P- Therefore, the dimension of premier Site of the rapid mica -148410 2) Plocculation design As per standard minimum den time -1000 Comide the circular tank design Depth is 100 -474 Dia of tak dis 73 ft Si ofrimer - The Denies 1480 tly wider the tank depth F-10023. -1 Ammo tank -1952 LP Therefore, the wedly k obecne Perdesign Loting . Chen To the how'>
Solution Design of water treatment plant 1) Rapide design Given that feed Impir -232001 super standard the detention time should not enoted Oct Find the volume Bly wning the relation as shown below be 10:33 200 Por que miner, the maximum depth of tank 10h P- Therefore, the dimension of premier Site of the rapid mica -148410 2) Plocculation design As per standard minimum den time -1000 Comide the circular tank design Depth is 100 -474 Dia of tak dis 73 ft Si ofrimer - The Denies 1480 tly wider the tank depth F-10023. -1 Ammo tank -1952 LP Therefore, the wedly k obecne Perdesign Loting . Chen To the how'>