6. The design flow rate (maximum daily consumption) for a WTP is 450 m/d. The chlorine (CI)requirement (dose) is 7.5 mg/l. Calculate the volume of calcium hypochlorite (Ca (OCh) inLiters (L) used in a day. Assume a 3.5% chlorine solution is used?

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6. The design flow rate (maximum daily consumption) for a WTP is 450 m/d. The chlorine (CI) requirement (dose) is 7.5 mg/1. Calculate the volume of calcium hypochlorite (Ca (OC12) in Liters (L) used in a day. Assume a 3.5% chlorine solution is used?

6. The design flow rate (maximum daily consumption) for a WTP is 450 m/d. The chlorine (CI) requirement (dose) is 7.5 mg/1. Calculate the volume of calcium hypochlorite (Ca (OC12) in Liters (L) used in a day. Assume a 3.5% chlorine solution is used?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Collection Systems

The collection systems form a part of sanitary engineering, which is a sub-branch of civil engineering. It is also known as public health engineering and wastewater engineering. It is a methodology followed to remove and properly dispose of human waste, along with creating systems to provide safe and clean usable water. These measures ensure a hygienic and disease-free community. Sanitary engineering, apart from building sewer disposal units, is also involved in plumbing, fire protection, hydraulics, life safety, environmental protection, information technology, microbiology, pathology, and so on.

Question

6. The design flow rate (maximum daily consumption) for a WTP is 450 m/d. The chlorine (CI)
requirement (dose) is 7.5 mg/l. Calculate the volume of calcium hypochlorite (Ca (OCh) in
Liters (L) used in a day. Assume a 3.5% chlorine solution is used?

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