The following are specific methods for disinfecting water
1 Boiling Water
Advantage- Boiling water is an effective method for destroying bacteria and other pathogens in the water. It does not act like a filter to remove particulate matter. In fact it does not remove anything from the water; it only destroys bacteria and pathogens such as cryptosporidia, giardia, E.coli, and typhoid. Boiling will not provide any safeguard against other things such as heavy metals, pesticides, herbicides and pharmaceuticals. It will also not remove foul tastes and odors, so it is not recommended to depend on boiling water as the main method to purify your drinking water
( Water & Westwater Treatment Curse ) a) Write the advantage, limitation and process design of...
b) Chlorine usage in the water treatment of 15, 000 m3/day is 5 kg/ da The residual concentration after 10 min contact is 0,1 mg the dosage and chlorine demand of the water. (6) /L. Calculate Supplementary Information: 1000 < L/dio < 2000; A = v. % renova|-(Ci-Ce)/Ci *100 Table-1 Turbidity concentration standard Parameter WHO EPA unit Turbidity 0.3 mg/L
A water treatment plant (10 MGD) uses 50 kg/d of chlorine. The residual chlorine after 30 minutes contact time is 0.55 mg/L. Find the chlorine dosage and chlorine demand of the water.
( Water & Westwater Treatment Curse ) b) Design of a Sand Filter A 1) Design a new sand filter for a small operation. The est rate for this site is 1880 m/day. The surface overflow ra exceed 145 m3/m2/d. What will be the surface area of the f can use some leftover Ottawa sand (dzo - 0.00055m) from your filtration project. How deep should the filter be? (C3) (5) te shod You 2) The filter unit can remove 70%ofturbidity...
i. A 150MLD water treatment plant needs a dosage of 2 ppm chlorine to maintain a residual chlorine of 1.2 mg/L. What is the quantity of chlorine required (in kg) for the whole month of August 2020? ii. Describe three (3) approaches that can be used for water disinfection.
2.(40 pts) You are to design an activated carbon adsorption system for treatment of drinking water containing Chlordane, a termite pesticide that contaminates Honolulu soils and leaches into the drinking water. The Freundlich isotherm constants (Table 13.2) and K = 190 (mg/g)(L/mg)', and 1/n = 0.33. The water to be treated has a chlordane concentration of 0.1 mg/L. Since the MCL is 0.002, you must design for an equilibrium concentration of 0.0005 mg/L. The flow rate is 1 MGD. Assume...
b. A water treatment plant is to process water to a population of 150000 The following data are furnished to facilitate the design of the rapid sand filter units Average day demand 300 L/cap.d 24h Assume that the maximum day demand 1.5 times the average Number of filter units Rate of filtration: Length: Maximum lateral travel of washwater not to exceed 1 m Rate of backwash: Desirable sand bed expansion: 40% Washwater tank capacity: to wash two filters for 5...
A water treatment plant is using chlorine for disinfection of its finished water. It is considering the use of on-site generation equipment that utilizes electrolysis to transform a brine solution into chorine gas. The equipment is designed to operate at 30 amps and the brine solution is 30% sodium chloride. What are the daily power requirements of this process if the applied chlorine dose is required for inactivation 1 log Giardia with the following plant conditions: Assuming the baffling factor...
Water and Wastewater Treatment SP-WATER TREATMENT PLANT SEDIMENTATION BASIN Design a rectangular, horizontal flow sedimentation process for a water treatment plant for turbidity removal Design Maximum Day Flow-20,000 m2ld Two parallel sedimentation tank, each designed for half of the total flow Depth 4.5 m, Width 6 m, Surface Overflow Rate 50 m/day Chain and flight sludge collector will be used, hence the limiting width of 6 m. Minimum Hydraulic Retention Time (detention time) 2 hrs Maximum weir rate 250 m/day/m...
Problem 1. (29 pts) Jar testing for the water treatment system with a design flow of 37,843 m/d indicates a ferric chloride dosage of 50 mg/L is optimal. The raw water suspended solids concentration is 35 mg/L and the alkalinity is 65 mg/L as Cacos. Pilot studies indicate that the sludge from the settling tanks will consist of 1.5% solids and have a wet sludge specific gravity of 1.15. (a) Determine if it is necessary to adjust the alkalinity of...
Question 2 A complete mix activated sludge process is to be used for biological treatment. Assume the following for the activated sludge process: • Plant influent BODs of 156 mg/L • Sludge age is 8 days Biomass yield (Y) of 0.54 kg biomass / kg BOD • Endogenous decay rate (kd) = 0.05 day! • Ks=10 g BOD/m3 Biomass concentration (X) of 2700 mg/L • recycle biomass concentration (Xr) of 12,000 mg/L The fresh flow rate treated is 1000 m²/day...