JNTU
JNTU B.Tech III WATER SUPPLY ENGINEERING Previous Question Paper (October - 2020 - R16)
Answer any five questions. All questions carry equal marks.
Main
Explain in detail various types of water demand along with the appropriate applications for each.
Answer
Water demand in a community is categorized based on the purpose of usage, which is essential for designing water supply schemes, treatment plants, and distribution systems. The total water requirement is the sum of several distinct types of demand:
- Domestic Water Demand: This includes water required for drinking, cooking, bathing, washing clothes, and flushing toilets. The per capita consumption typically ranges from 135 to 225 liters per day per person, depending on the standard of living and availability of water.
- Industrial Water Demand: This is the water required for manufacturing processes, cooling, and boiler feed in industries. The demand varies significantly based on the type of industry (e.g., paper mills, textile mills, or refineries) and is often estimated based on the unit of production.
- Institutional and Commercial Demand: This covers water usage in schools, hospitals, offices, hotels, and shopping malls. Requirements are calculated based on the number of occupants or beds in hospitals, and the nature of the commercial activity.
- Public Use Demand: This includes water for public parks, street washing, cleaning of public sewers, and ornamental fountains. It usually accounts for about 5% of the total water demand.
- Fire Demand: This is the water stored and kept available for firefighting purposes. It is calculated using empirical formulas like Kuichling's formula or Freeman's formula, which relate the required flow rate to the population of the city.
- Water Losses and Thefts: Due to pipe leaks, faulty meters, and unauthorized connections, a portion of the water supplied is lost. In well-maintained systems, this is typically limited to 10-15% of the total supply.
To determine the total design capacity, these demands are aggregated, and a factor of safety is applied to account for seasonal and hourly fluctuations in demand, ensuring the system can handle peak flow conditions.
Calculate the prospective population at the end of the next three decades by decreasing rate of increase method.
| Year | 1971 | 1981 | 1991 | 2001 |
|---|---|---|---|---|
| Population | 99435 | 105678 | 154678 | 198342 |
Answer
To calculate the population using the decreasing rate of increase method, we first determine the percentage increase for each decade:
- 1971-1981: Increase = 6243, % Increase (r1) = (6243/99435) * 100 = 6.28%
- 1981-1991: Increase = 49000, % Increase (r2) = (49000/105678) * 100 = 46.37%
- 1991-2001: Increase = 43664, % Increase (r3) = (43664/154678) * 100 = 28.23%
The variations in percentage increase are: d1 = +40.09%, d2 = -18.14%. The average decrease in percentage increase (d_avg) = (40.09 - 18.14) / 2 = 10.975%.
Projected populations:
- 2011: r4 = 28.23 - 10.975 = 17.255%. Population = 198342 * (1 + 0.17255) = 232570
- 2021: r5 = 17.255 - 10.975 = 6.28%. Population = 232570 * (1 + 0.0628) = 247170
- 2031: r6 = 6.28 - 10.975 = -4.695%. Population = 247170 * (1 - 0.04695) = 235565
Distinguish the quality and quantity of water available from any three different sources of water.
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Explain step by step design procedure for horizontal flow through sedimentation tank.
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Find the diameter of the particles with specific gravity 1.2 removed in a tank having surface area of 450 m2 and treating 15 million litres of water per day. The temperature of water is 21°C.
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By means of neat sketch, show the general layout of water treatment units.
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Design completely a rapid sand filter for a town having a total filtered water requirement of 8.5 million liters of water per day. Assume any other required data suitably.
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State the theory and necessity behind Chlorination.
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Determine the dimensions of a set of rapid sand filters for treating water required for a population of 1,56,700 with an average rate of demand of 210 liters per head per day.
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Explain any one disinfection treatment method in detail.
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Discuss the Hardy Cross method used for pipe network analysis in water distribution systems.
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Write a detailed note on the following:
Colour measurement and removal
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Fluoride significance and removal.
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