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Over Exploitation of Groundwater in Third World Countries PDF Print E-mail
Friday, 13 February 2009 11:10

Over Exploitation of Groundwater in Third World Countries Particularly in South Asia to Meet the Hunger of Billions of Population – A Threat to Drinking Water In 21st Century

Water shortages and water pollution constrain development in general and food production in particular (UN, 1997). Of all the water on the planet, only 3% is fresh water, and most of this is frozen in icecaps and glaciers or is in underground aquifers. Only about one-hundredth of 1% of the world’s total water supply is readily available for human use. This amount would be sufficient for current needs, if evenly distributed (Lean et al. 1994). Of course water is not evenly distributed. For example, in arid Saudi Arabia about 40 people must have the same amount of water that is available to one person in tropical Malaysia (UN, 1996).

Hydrologist Malin Faikenmark and colleagues have calculated that once a country’s available water resources drop below 1700 cubic meters per person per year, the country can be expected to experience regular water stress. If the amount of water available per capita drops below 500 cusic meters per person per year, countries face conditions of absolute water scarcity (Englman et al, 1993; Faikenmark et al, 1992; UN, 1997). In the third world countries, the population is increasing according to the Malthus principle (Agricultural production increases in arithmetic progression while food production in geometric progression). This causes loss of agricultural land to urbanization. There will be more population; there will be more need of water. Water scarcity or chronic stress makes it difficult to expand agricultural production to keep pace with population growth. In 1990, 28 countries with a combined population of 335 million faced chronic water stress or outright scarcity. By 2025, 52 countries may face water shortage, affecting over three billion people – about 40% of the world’s projected population (Englman et al, 1993; Un, 1997). The 20 countries of the Near East and North Africa face the worst prospects, annual per capita water availability already has fallen to only 1250 cusic meters, 60% less than in 1960.  

By 2025, per capita supplies are projected to fall another 50%, to 650 cubic meter. Currently Jordan and Yemen withdraw 30% more water from groundwater aquifers every year than is replenished (Englman et al, 1993; Postel, 1996; WB, 1995).

Urbanization in the third world countries particularly in South Asia is not only responsible for loss of agricultural land and depletion of water resources but also is causing pollution due to utilization of too much and too many fertilizers. In many countries water pollution has contributed to water shortages and thus constrained food production, as well as caused health problems. For example, of 78 major rivers in China, 54 are seriously polluted. More than 40% of Malaysia’s rivers are so fouled with municipal, industrial and agricultural wastes that they are biologically dead (Hinrichsen, 1996). The nearly 450 cubic kilometers of waste water that is discharged into surface water every year require an additional 6000 cubic kilometers of freshwater, two third of world’s total stable water runoff, to dilute the waste water and carry it to the oceans (WHO, 1997). Same is the case with many rivers in India, Pakistan, Bangladesh and other South Asian countries.

The world needs a “blue revolution” as much as it needs another Green Revolution. Based on the UN medium population projection, over 4 billion people would be affected by water shortage in the year 2050. By then, for example, in Nigeria only about 900 cubic meters would be available per person, compared with 3200 cubic meters per person in 1990 (Englman et al, 1993).

A water shortage world is an unstable one. More than 200 river systems cross international borders; nearly 100 countries have just 13 major rivers and lakes (Englman et al, 1993; Postel, 1996). Water use practices in upstream countries can affect water supplies in downstream countries. Disputes can arise, especially where countries with rapid population growth and limited arable land and water supplies vie for access to water. For example Ethiopia plans to divert more of the Blue Nile’s water for irrigated agriculture, while Egypt, downstream, depends on the Nile’s waters for its very existence (Hinrichsen, 1996).

Instead of “first come, first served” approach to water management, countries and regions need to manage distribution and use of water resources to ensure that everyone gets a fair share. Guaranteeing access to water supplies also would be help food-deficit countries improve their agricultural production. Some countries has successfully negotiated agreements over use of water resources for example, India and Bangladesh, which share the Ganges, the largest and most important river on the India sub-continent (UN, 1995).

With the prospect of less water per person, countries must conserve available water resources and manage them better in the Past. Many strategies and technologies exist to help save water and distribute it equitably. These include building reservoirs and small catchment dams to collect water during the rainy season for use during the dry season, allowing aquifers to recharge, reducing leaks in urban water pipes, protecting water-sheds by plantation to reduce erosion, and recycling municipal waste for agricultural use.

Author(s):
Akhileshwar Tiwari and V.S. Dube
Department of Geology, Patna University, Patna, India.

Poonam Ojha
Department of Chemistry, Magadh University, Bodh-Gaya, India.

Last Updated on Monday, 17 August 2009 00:17
 
The Imporatnce of Managing the Groundwater Source in Koggala Free Trade Zone Area in Order to Prevent Environmental Hazards PDF Print E-mail
Friday, 13 February 2009 11:08

The Imporatnce of Managing the Groundwater Source in Koggala Free Trade Zone Area in Order to Prevent Environmental Hazards


The Koggala Free Trade Zone is located at the southern Province of Sri Lanka. This is one of the major BOI projects in the country, initiated in the year 1992. The project area is bounded by sea to the South, Koggala Lake to the North, Poloya outfall to the East and connecting the Koggala area to the mainland by a narrow land section on the western boundary. As per request made by the BOI, Water Resources Board has undertaken this project. The main purpose of the project was to supply adequate amount of water for the factories established in the project area.


Reconnaissance surveys were conducted and all the hydrogeological data relevant to the study were collected. Geological, geophysical and detailed hydrogeological investigations were conducted along with test drilling and pumping test programmes.

Five number of wells were selected for the Water Supply Project and since 1992 the pumping was continued. The wells are still functioning smoothly. However, a groundwater level and water quality monitoring network has been introduced by the WRB in order to monitor the possible groundwater fluctuation and groundwater quality changes that might take place during the course of pumping.

Two major environmental problems can be expected in the future with the expansion of this industrial zone. The first problem would be the salinization and the second problem would be the groundwater quality changes due to activities of the factories.

The paper will discuss the groundwater investigation criteria adopted during the study period and the findings related to groundwater occurrences in the project area. Also the environmental problems that might happen in the future and the remedies that can be taken to overcome those in order to run the project smoothly, will be also discussed.

 

Ranjith Seevali Wijesekera
Water Resources Board
2A, Gegory’s Avenue, Colombo 07
Sri Lanka

Last Updated on Tuesday, 28 April 2009 12:50
 
Conservation of Surface Water in Pakistan-The Controversy of Kalabagh vs Basha Dam PDF Print E-mail
Friday, 13 February 2009 11:07

Conservation of Surface Water in Pakistan-The Controversy of Kalabagh vs Basha Dam


Despite the fact that Pakistan’s economy is so heavily dependent on agricultural produce, contribution to her GDP from his sector has been steadily declining from over 35% in 1970’s to 24% at present. This has been partly attributed to deficit water availability. The Tarbela reservoir was commissioned in 1974 with a gross storage of 11.62 million acre feet (MAF) but now its live storage capacity is just 8.21 MAF. The Warsak reservoir has completely silted up, while Mangla and Chashma storages have also depleted by 1MAF. Thus our storage capacity has consequently fallen by about 2.5MAF so far and if we didn’t add to our existing facilities, we will soon be faced with acute shortage of irrigation water and hence, decline in crop yield. Increasing population and high demand for more food requires vertical and lateral increase in agricultural productivity, which can only be achieved by conserving surface water and its judicious use. In fact not only the lost reservoir space has to be reclaimed but new storages must be built to preserve the 85% discharge available in summer.

Records shows that mean annual runoff of the Indus river at Basha has been 50 MAF while at Kalabagh it has been about 90 MAF. Downstream Kalabagh the Indus is joined by the Jhelum and Chenab rivers thereby increasing its total volume to about 147 MAF, annually. Presently about 104 MAF is utilized for irrigation through canals while the remaining 33 MAF is discharged to the Arabian Sea sownstream Kotri. According to the revised design, the Kalabagh dam will store 6.1 MAF of water and pose little threat to Sindh and Balochistan because there will still be a balance outflow of 84 MAF annually available downstream Kalabagh whereas, the water of Jhelum and Chenab rivers will continue unchanged. Thus the interests of lower reparians would not be sacrificed but instead it would only reduce the water discharged downstream Kotri to the sea. The option of Basha dam instead of Kalabagh is not right in terms of conservation of surface water as the available volume at Basha is about 50% less than that available at Kalabagh. It would severely affect the inflow into Tarbela reservoir, particularly during the low discharge months of winter. Besides, it would not be possible to draw canals from the reservoirs because of its location and terrain. Thus Basha or Kachura dams can be accepted as additional reservoirs but not as an alternative to the Kalabagh dam.

In view of the ever increasing demand for higher crop yield and cheap electricity, the construction of new dams has attained urgent national priority. The construction of Kalabagh dam is, therefore, a matter of national interest and must be undertaken without further delay.          


Author(s):
S. Shafiqur Rehman
Department of Geology, University of Peshawar, Peshawar.

 

 

Last Updated on Tuesday, 28 April 2009 12:50
 
Hydrological Characteristics of Indus Kohistan PDF Print E-mail
Friday, 13 February 2009 11:05

Hydrological Characteristics of Indus Kohistan
Third South Asia Geological Congress Lahore, Pakistan.

Seven tributaries of the Indus River in Indus Kohistan were studied for their discharge and suspended load. The streams studied were Smmar Gah at Gosar, Kadia River at Thauti Bridge, Spat Gah at Goshali, Zahid Khard at Zaid Khard, Keyal Khwar at Shinshal, Duber Khwar at Duber Bela and Allai Khwar at Kund. The discharge of these rivers was calculated since the gauges are installed on these streams by SHYDO. Similarly, suspended sediment load was taken for a period of more than a year. It was interesting that there is a great diversity in the discharge and suspended sediment transport of these streams during different months. For streams showing a discharge of more than 1000 cusecs during high flow months has gone less than 5 cusecs for winter months, and hence in most of these streams the monthly discharge share is more than 75% when cumulated for summer months. Not only this but the collective share of December, January and February never exceeds 6% of the total. The suspended load increases with the increase of discharge. This can be understood easily if we concentrate in the causes of higher discharge i.e. heavy melting of the snows in the catchment area and heavy rains. Both these causes more sediment input in the streams.
   
Author(s):
Muhammad Amjad Sabir
SHDO, NWFP, Peshawar, Pakistan.

S. Shafiqur Rehman
Department of Geology, Peshawar University, Pakistan

Last Updated on Tuesday, 28 April 2009 12:51
 
Hydrological System of Pakistan and its effect on Environment PDF Print E-mail
Friday, 13 February 2009 11:01

Hydrological System of Pakistan and its effect on Environment


In Pakistan, changes in hydrological system have created problems as desertification, silting of dam reservoirs, water logging, and environmental pollution. A well established network of irrigation system which operated for a number of years is under threat because of such changes unless remedial measures are taken. Global warming has changed the Monsoon wind patterns and is affecting frozen water reserves threatening much needed supply of water to huge reservoirs in the coming years. Surface and groundwater are being contaminated due to pumping of industrial effluents in the main water courses. Sweet waters of aquifers are being polluted because of excessive discharge and consequent inevitable recharge. Chemical and biological contaminations are increasing in groundwater as a result of poor town planning, sewage, industrialization in urban areas, and excessive use of agricultural chemicals as pesticides and fertilizers. Toxic chemicals in groundwater are increasing in type localities as the Wah Cantt. area as compared to the recommended values of WHO. Similarly most of Sodium, Calcium, Magnesium ions concentrations has risen above the WHO standards due to concentration of industry in a small area.

Physical parameters as temperature, colour, odour, taste, turbidity, and electrical conductance of shallow aquifers have been found to vary depending upon the degree of contamination or recharge in small pockets. Vertical distribution of these parameters generally decreases with depth in the deeper layers of aquifers. Different areas can be successfully divided into various zones depending upon the Electrical Conductance which conforms with the degree of contamination.


author(s):
M. H. Malik
Institute of Geology
Punjab University, Lahore.

 



 

Last Updated on Tuesday, 28 April 2009 12:51
 
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