Skip to main content

civil engineering-->>Sources of Fresh water & Factors affecting selection of water source



Sources of Fresh water 


Flowchart of the sources of clean drinking water
Sources of Water

The quantity of water required for a community depends upon:
  1. Forecasted population
  2. Types and variation in demand (e.g. seasonal variation)
  3. Maximum demand (Per day/Per month)
  4. Fire demand
  5. Rural demand and supplies
  6. Appropriate / Available technology

Main sources of water are

  • Surface water sources: Lakes impounding reservoirs, streams, seas, irrigation canals
  • Ground water sources: Springs, wells, infiltration wells
Above are the common sources of clean drinking water, other different sources of drinking water are

Merits of ground water sources
  1. Being underground, the ground water supply has less chance of being contaminated by atmospheric pollution.
  2. The water quality is good and better than surface source.
  3. Prevention of water through evaporation is ensured and thus loss of water is reduced.
  4. Ground water supply is available and can even be maintained in deserted areas.
  5. The land above ground water source can be used for other purposes and has less environmental impacts.

Demerits of ground water source

  1. The water obtained from ground water source is always pressure less. A mump is required to take the water out and is then again pumped for daily use.
  2. The transport / transmission of ground water is a problem and an expensive work. The water has to be surfaced or underground conduits are required.
  3. Boring and excavation for finding and using ground water is expensive work.
  4. The modeling, analysis and calculation of ground water is less reliable and based on the past experience, thus posing high risk of uncertainty.



Factors affecting selection of water source

Quantity of water:

The quantity of water available at the source must be sufficient to meet various demands and requirements of the design population during the entire design period. Plans should be made to bring water from other sources if the available water is insufficient.

Quality of water:

The water available at the source must not be toxic, poisonous or in anyway injurious to health. The impurities should be as minimum as possible and such that, can be removed easily and economically.

Distance of water supply source:

The source of supply must be situated as near to the city as possible. Hence, less length of pipes needs to be installed and thus economical transfer and supply of water.
The source nearest to the city is usually selected.

Topography of city and its surroundings:

The area or land between the source and the city should not be highly uneven i.e. it should not have steep slopes because cost of construction or laying or pipes is very high in these areas.

Elevation of source of water supply:

The source of water must be on a high elevation than the city so as to provide sufficient pressure in the water for daily requirements. When the water is available at lower levels, then pumps are used to pressurize water. This requires an excess developmental and operational tasks and cost. It may also have breakdowns and need repairs.

Water quality

  • Impurities present in water and their health significance
  • Water quality standards set by U.S and W.H.O
  • Water quality tests

Comments

Post a Comment

Popular posts from this blog

civil engineering-->>Determinacy, Indeterminacy and Stability of Frames

Determinacy, Indeterminacy and Stability of Frames : Structural engineers must be able to apply judgment rather than stated rules. The most important aspect of structural design is not the ability to apply formulas or manipulate mathematics. The most important skill for the structural engineer is to be able to stand back, look at a drawing or sketch and determine whether a structure is stable, and if it is stable, to be able to determine how it will carry the applied loads. For a very complicated structure this might be more difficult and a computer can provide some help, but ultimately it is the skill and concern of a good structural engineer which produces good structural designs which have integrity. Another important closely related skill is the ability to determine whether, and to what degree, a structure is statically indeterminate. There really aren’t  many rules and rules may be difficult to apply in any case. For this reason, we need experience. A skilled structural eng

civil engineering-->>Asphalt Binder Modifiers

Asphalt Binder Modifiers Some asphalt cements require modification in order to meet specifications.  Asphalt cement modification has been practiced for over 50 years but has received added attention in the past decade or so.  The added attention can be attributed to the following factors (Roberts et al., 1996): Increased demand on HMA pavements .  Traffic volume, loads and tire pressures have increased substantially in recent years, which can cause increased rutting and cracking.  Many modifiers can improve the asphalt binder's stiffness at normal service temperatures to increase  rut  resistance, while decreasing its stiffness at low temperatures to improve its resistance tothermal cracking. Superpave asphalt binder specifications .  Superpave asphalt binder specifications developed in the 1990s require asphalt binders to meet stiffness requirements at both high and low temperatures.  In regions with extreme climatic conditions this is not possible without asphalt bind

civil engineering-->>Properties of Bitumen

Properties of Bitumen Adhesion :  Bitumen has the ability to adhere to a solid surface in a fluid state depending on the nature of the surface. The presence of water on the surface will prevent adhesion. Resistance to Water :  Bitumen is water resistant. Under some conditions water may be absorbed by minute quantities of inorganic salts in the bitumen or filler in it. Hardness:  To measure the hardness of bitumen, the penetration test is conducted, which measures the depth of penetration in tenths of mm. of a weighted needle in bitumen after a given time, at a known temperature. Commonly a weight of 100 gm is applied for 5 sec at a temperature of 77 °F. The penetration is a measure of hardness. Typical results are 10 for hard coating asphalt, 15 to 40 for roofing asphalt and up to 100 or more for water proofing bitumen. Viscosity and Flow :  The viscous or flow properties of bitumen are of importance both at high temperature during processing and application and