Ground-water models for water resource planning

In the past decade hydrogeologists have emphasized the development of computer-based mathematical models to aid in the understanding of flow, the transport of solutes, transport of heat, and deformation in the ground-water system. These models have been used to provide information and predictions for water managers. Too frequently, ground-water was neglected in water resource planning because managers believed that it could not be adequately evaluated in terms of availability, quality, and effect of development on surface-water supplies. Now, however, with newly developed digital ground-water models, effects of development can be predicted. Such models have been used to predict hydrologic and quality changes under different stresses. These models have grown in complexity over the last ten years from simple one-layer models to three-dimensional simulations of ground-water flow, which may include solute transport, heat transport, effects of land subsidence, and encroachment of saltwater. Case histories illustrate how predictive ground-water models have provided the information needed for the sound planning and management of water resources in the USA.     

State and local response to damaging land subsidence in United States urban areas

Land subsidence caused by man-induced depressuring of underground reservoirs has occurred in at least nine urban areas in the United States. Significant efforts to control it have been made in three areas: Long Beach, California; Houston-Galveston, Texas; and Santa Clara Valley, California. In these areas coastal flooding and its control cost more than $300 million. Institutional changes were required in each area to ameliorate its subsidence problem.

In Long Beach and Houston-Galveston, efforts were made to mitigate subsidence only after significant flood damage had occurred. To arrest subsidence at Long Beach, the city lobbied for a special state law, the California Subsidence Act, that required unitization and repressuring of the Wilmington oil field. In the Houston-Galveston region, the Texas State Legislature authorized formation of the Harris-Galveston Coastal Subsidence District with authority to regulate ground-water pumping by permit. This solution, which was achieved through efforts of entities affected by subsidence, was the product of a series of compromises necessitated by political fragmentation and disjointed water planning in the region. Amelioration of subsidence in the Santa Clara Valley was a collateral benefit from the effort by water users to curtail ground-water overdraft in the valley. Importation of surface water and a tax on ground-water pumpage reduced ground-water use, thereby allowing the recovery of water level and the arresting of subsidence.     

Human interactions with ground-water

Ground-Water could be considered as an immense reservoir, from which only a certain amount of water can be withdrawn without affecting the quantity and quality of water. This amount is determined by the characteristics of the environment in which ground-water occurs and by the interactions of ground-water with precipitation, surface water, and people. It should be recognized that quantity and quality of ground-water are intimately related and should be considered accordingly. Quantity refers to usable water and water is usable for any specific purpose only so long as its quality has not deteriorated beyond acceptable limits. Thus an overall quantitative and qualitative management of ground water is inevitable, and its should also involve the uses of ground-water reservoirs for purposes other than water supply. The main objective of ground-water management is to ensure that ground-water resources will be available in appropriate time and in appropriate quantity and quality to meet the most important demands of our society. Traditional, and obvious uses of ground-water are the extraction of water for water supplies (domestic, municipal, agricultural, and industrial) and the natural discharge feeding lakes and maintaining base flow of streams. Not so obvious are the uses of ground-water reservoirs, the very framework within which ground-water occurs and moves, and in which other fluids or materials can be stored. In the last two decades, ground-water reservoirs have been intensively considered for many other purposes than water supplies. Diversified and very often conflicting uses need to be evaluated and dealt with in the most efficient way in order to determine the importance of each possible use, and to assign priorities of these uses. With rising competition for the use of ground-water reservoirs, we will also need to increase the potential for effective planning of ground-water development and protection. Man's development and use of ground-water necessarily modifies the natural conditions and the total natural system must be successfully blended with the unnatural stresses placed upon it. This can be accomplished by introducing new methods (such as ground-water zoning) in and by developing alternative strategies for ground-water management and protection.     

Ground-Water pollution and its sources

Everybody wants clean water for drinking, bathing and other domestic uses, but not everybody appreciates the fact that our own actions are often the worst enemy in achieving that goal. Ground water is one of the most misused and misunderstood resources. Because ground water and its movement, and consequently also its pollution, is hidden from view beneath the land surface, the seriousness of ground-water pollution problems has not been recognized until recently. The sources of ground-water pollution are many and varied because in addition to natural processes practically every type of facility or structure installed by man and each and every one of his activities may eventually contribute to ground-water quality problems. The quality of ground water is most commonly affected by waste disposal. Other major sources result from agricultural activities and ground-water development. In addition to these three major categories, there are other potential sources of pollution, such as mining, spills, leakage from underground pipes and tanks, and road salting. All of these activities can generate pollutants which eventually may enter the ground-water systems and slowly begin to move through the subsurface environment. Once under the ground, the pollutants are hidden from view and the existence of ground-water pollution becomes evident only if they reemerge on the surface or in water wells. When this occurs, it is almost too late to do anything about it. The effects of pollution may remain in the aquifers for years, decades, or centuries, because the residence time (turnover) of ground water is very slow. Ground-water pollution may even result in aquifers or parts of quifers being damaged beyond repair.     

Ground-Water Protection Zones

In many areas, the water demand of households, industries and farms is satisfied by ground water. Because of many human activities ground-water quality decreases, it is necessary to protect it. The quantity of pollutants entering the aquifers can be minimized by technical and legal measures. But it seems to be almost impossible to solve the problem regionally or nationwide. The delineation of protection zones around existing or planned wells is a more effective way. The intake area of wells or well fields have to be protected by legal measures against all activities which may affect ground-water quality. Regarding the migration of viruses and bacteria, it is well known that these biological pollutants have a distinct limited lifetime in aquifers, which is for West Germany estimated at 50 days. Because during this limited time they can move with the ground water, transfer diseases, and cause epidemics, certain zones around wells must be kept free from activities which may introduce bacteria into the subsurface systems. These zones are generally smaller than the catchments. For the determination of the zones, careful studies and calculations of the distance-velocity of ground water are necessary. Primary methods are the use of tracers and simple calculations. Examples are given for calculating the distance to the 50-day line, based on West German experience.     

Ground-water investigation following a jet fuel release

A tanker truck overturned releasing about 11,350 l of aviation fuel. As two municipal supply wells were within about 396 m of the release, contaminated soil was excavated and an assessment of hydrologic conditions was completed. A recovery well (RW) and five monitoring wells were installed. Ground-water samples were collected periodically from these wells and the municipal supply wells for analysis for volatile organic compounds. Pumping tests were completed on the RW and one municipal supply well. The results of the pumping test on the RWs were used to design a remediation system to remove jet fuel components from the ground water. The pumping tests also demonstrated that there was a ground-water divide separating the spill site from the municipal supply wells. After about 7 months of remediation, samples from the RW and municipal supply wells were clean and the state issued a clean closure.     

Effects on ground water caused by excavation of rock store caverns

Unlined rock caverns for oil storage are very common in Sweden. Most of them are excavated in hard rocks (compact, non-carbonate, non-volcanic rocks). The fundamental idea of underground oil storage is that the rock caverns are located below the natural ground water level. Hereby the ground water keeps the oil inside the caverns and prevents products migration.

During the excavating period the water seeping through the fractures of a cavern is pumped up to avoid flooding. This discharge causes a local drop in the ground-water level around the cavern and a cone of depression develops.

A local study of the development of such a cone of depression has been made by means of a network of observation holes around the cavern. On enlargement of an oil storage (by constructing new caverns close to the old ones), the cone of depression moves according to the progress of the new excavations. This process has been studied and described in two cases.

Underground storages in Sweden are very often closely spaced in order to use common facilities such as entrance tunnel, pumping station, housing etc. Therefore an artificial ground-water divide sometimes must be arranged between different caverns in order to prevent products migration. This paper describes how such an artificial recharge of water between some caverns is made. The control of its effectiveness is shown as well as the method for sealing off undesirable leakage.     

Ground water and environmental geology

Environmental geologists have been concerned with deleterious side effects of ground-water development such as enroachment of saline water and subsidence of the land surface. New uses of the subsurface environment, including fresh-water storage in saline aquifers, permanent containment of noxious wastes, and energy storage in the form of superheated water, should be considered. There are many potentially favorable and unfavorable environmental impacts of such uses. New and important research targets are field studies of transport phenomena, osmotic effects of clays, water softening by injecting and later withdrawing water from aquifers. The natural interrelationship of the practice of environmental enhancement and man's nature as a territorial proprietor is preferable to bureaucratic actions for the same purpose.     

The pending ‘water crisis’

An apparent abundance of water on earth would indicate that the quantity of water available for human use is meeting the needs of society. However, recent investigations conclude that there are many areas where the demands are growing beyond water availability and problems arise from intensive withdrawals, mismanagement, or simply low availability. Water resources planners in the next century are very likely to encounter a new and different kind of scarcity; a scarcity that cannot be solved by engineering measures but calls for finding an intricate balance between the interests of a number of actors involved. Water demand is no longer a vital necessity but is one of the claims to be subjected to (political) decision making. Managing the demand of water in the framework of the objectives of a national socio-economic development plan is a challenge in the water planning process. Many technical, legislative and institutional tools are available to support this process. Such planning requires strong mechanisms and political involvement at the national level and a strong social support at the local level.     

Hydrogeomorphology of the central Luni basin,Western Rajasthan, (India)

This paper examines the interrelationships and interactions of the geomorphic features and the various hydrological parameters which control the development of water potential zones in the central Luni basin. Aerial photo-interpretation techniques were used to delineate the boundaries of geomorphological features, and facilitated the identification of twelve types of aquifers in eight geomorphological settings. The water potentials of these aquifers have been evaluated by taking into consideration nine important hydrological parameters which together govern water quality and yield. This investigation has revealed that the development of zones of ground-water potential is principally governed by the geomorphic characteristics of the terrain, which in turn is controlled by lithological variability, geological structure, drainage pattern, climatic characteristics, etc. The relevance of geomorphic characteristics has been evaluated by weight point analysis. Based on these findings, it is suggested that detailed studies of geomorphic features are of paramount significance for the rapid delineation of possible ground-water potential zones in arid and semi-arid regions.     

Migrating pingos in the permafrost region of the Tibetan Plateau, China and their hazard along the Golmud–Lhasa railway

Most pingos in the permafrost region of the high northern Tibetan Plateau form along active fault zones and many change position annually along the zones and thus appear to migrate. The fault zones conduct geothermal heat, which thins permafrost, and control cool to hot springs in the region. They maintain ground-water circulation through broken rock in an open system to supply water for pingo growth during the winter in overlying fluvial and lacustrian deposits. Springs remain after the pingos thaw in the summer. Fault movement, earthquakes and man's activities cause the water pathways supplying pingos to shift and consequently the pingos migrate.

The hazard posed to the new Golmud–Lhasa railway across the plateau by migrating pingos is restricted to active fault zones, but is serious, as these zones are common and generate large earthquakes. Pingos have damaged the highway and the oil pipeline adjacent to the railway since 2001. One caused tilting and breaking of a bridge pier and destroyed a highway bridge across the Chumaerhe fault. Another has already caused minor damage to a new railway bridge. Furthermore, the construction of a bridge pier in the North Wuli fault zone in July–August 2003 created a conduit for a new spring, which created a pingo during the following winter. Measures taken to drain the ground-water via a tunnel worked well and prevented damage before the railway tracks were laid. However, pier vibrations from subsequent train motion disrupted the drain and led to new springs, which may induce further pingo growth beneath the bridge.

The migrating pingos result from active fault movement promoting artesian ground-water circulation and changing water pathways under the seasonal temperature variations in the permafrost region. They pose a serious hazard to railway construction, which, in turn can further disturb the ground-water conduits and affect pingo migration.     

The persistence of the water budget myth and its relationship to sustainability

Sustainability and sustainable pumping are two different concepts that are often used interchangeably. The latter term refers to a pumping rate that can be maintained indefinitely without mining an aquifer, whereas the former term is broader and concerns such issues as ecology and water quality, among others, in addition to sustainable pumping. Another important difference between the two concepts is that recharge can be very important to consider when assessing sustainability, but is not necessary to estimate sustainable pumping rates. Confusion over this distinction is made worse by the Water Budget Myth, which comprises the mistaken yet persistent ideas that (1) sustainable pumping rates cannot exceed virgin recharge rates in aquifers, and (2) that virgin recharge rates must therefore be known to estimate sustainable pumping rates. Analysis of the water balance equation shows the special circumstances that must apply for the Water Budget Myth to be true. However, due to the effects recharge is likely to have on water quality, ecology, socioeconomic factors, and, under certain circumstances, its requirement for numerical modeling, it remains important in assessments of sustainability.An erratum to this article can be found at     

Water availability and land subsidence in the Central Valley,California, USA

The Central Valley in California (USA) covers about 52,000 km² and is one of the most productive agricultural regions in the world. This agriculture relies heavily on surface-water diversions and groundwater pumpage to meet irrigation water demand. Because the valley is semi-arid and surface-water availability varies substantially, agriculture relies heavily on local groundwater. In the southern two thirds of the valley, the San Joaquin Valley, historic and recent groundwater pumpage has caused significant and extensive drawdowns, aquifer-system compaction and subsidence. During recent drought periods (2007–2009 and 2012-present), groundwater pumping has increased owing to a combination of decreased surface-water availability and land-use changes. Declining groundwater levels, approaching or surpassing historical low levels, have caused accelerated and renewed compaction and subsidence that likely is mostly permanent. The subsidence has caused operational, maintenance, and construction-design problems for water-delivery and flood-control canals in the San Joaquin Valley. Planning for the effects of continued subsidence in the area is important for water agencies. As land use, managed aquifer recharge, and surface-water availability continue to vary, long-term groundwater-level and subsidence monitoring and modelling are critical to understanding the dynamics of historical and continued groundwater use resulting in additional water-level and groundwater storage declines, and associated subsidence. Modeling tools such as the Central Valley Hydrologic Model, can be used in the evaluation of management strategies to mitigate adverse impacts due to subsidence while also optimizing water availability. This knowledge will be critical for successful implementation of recent legislation aimed toward sustainable groundwater use.     

Groundwater and geotechnical aspects of deep excavations in Hong Kong

Consideration of groundwater is a key element in almost every construction project. The design of deep excavations for basements or underground railway station concourses below the water table require that the water pressures are taken into account. Whilst these can be considered to be hydrostatic in soil, the decreasing permeability of rock with depth and the fact that groundwater flow is invariably along discrete fractures means that the water pressure is unlikely to be hydrostatic at depth.

Groundwater control for deep excavations can be achieved by a number of methods such as grouting, pumping or structural walls or a combination of these. For tunnelling projects grouting is extensively used, but the development of sophisticated tunnelling machines has led in many cases to the demise of compressed air as a means of groundwater control.     

Experiment of pumping at constant-head: an alternative possibility to the sustainable yield of a well

The effects of constant-head pumping on a well over a period of 1 year have been monitored and the results used in the research of a potential alternative for the attainment of sustainable yield. Sustainable yield is frequently related to the response of drawdown during a pumping test at constant-rate, which sometimes involves a difficult choice of conceptual model to be used to analyse the pumping results. The experiment, carried out on a well that taps a fractured aquifer in Italy, recorded the aquifer’s response to pumping, compared with the response of springs. From the trends in discharge variation with time, the period and magnitude of the recharge and the stored water volume at the beginning of the depletion period can be evaluated, and the discharge rate during the same depletion period can be predicted. A sustainable yield can be derived based on the water volume extracted during the depletion period rather than on the prediction of drawdown over a long time. The experiment also highlights the stability of water quality extracted from the well, and where this criterion is important, in some cases, the constant-head pumping can represent an alternative method of groundwater exploitation.     

Mineral and thermal waters of Western Bohemia

Mineral and thermal waters are a special kind of ground-water, distinguished by specific chemical or physical properties such as higher mineralization, concentration of certain constituents, dissolved gas, radioactivity, or temperature. Hydrologically, they are a part of ground-water system. Mineral or thermal waters are usually connegted with specific and unique geological and tetuunic structure.. The classical territory of mineral and thermal waters is Europe, where these waters have been used for medicinal purposes since ancient times. The development of spas and increased demands for mineral water for spa operation necessitated increased knowledge of spring structures and the development of optimal balneotechnical works. These problems are discussed on the examples of the Karlovy Vary Spa (Karlsbad) and Jàchymov Spa (St. Jachimstha) in W Bohemia. The location of mineral springs in the Karlovy Vary Spa, the largest spa in Czechoslovakia, in a highly urbanized area required a thorough investigation and unique methods for capturing thermal water at a greater depth to provide a steady supply of thermal water and to protect the springs against pollution from the surface. The Jachymov radioactive thermal springs, which were accidentally discovered in a deep, subsurface uranium mine, present a unique problem of protecting the stability of spring's regime in a mining environment.     

Chemical quality and indicator parameters for monitoring landfill leachate in Illinois

Evaluation of analyses of leachate for inorganic constituents, from selected landfills in Illinois indicates that leachate quality is variable and is strongly affected by waste type and cover material. Twenty parameters were detectable in all samples, but selenium was not detected in any of the samples analyzed. More than 98% of the mean leachate composition was comprised, in descending order, of total alkalinity (bicarbonate plus carbonate), sulfate, sodium plus potassium, calcium plus magnesium, chloride, and iron plus managese. Excluding iron, trace metals contributed less than one percent to the total; of these, copper, zinc and boron were most significant. Based on milliequivalents per liter of major constituents, approximately 73 percent of the cations and 92% of the anions fall within the concentration range of potable waters. Heavy metals, organics, suspended matter, microorganisms, odor and color are among the objectionable qualities of leachate which should not be present in potable waters. In assessing the impact of leachate on ground-water quality, use of indicator parameters in place of comprehensive analyses for routine water samples is frequently desirable in the interest of both time and economics. Availability, mobility, persistence, analyticity and contrast of concentrations in leachate and ground water are important factors to consider in selection of an indicator. Boron, iron, ammonia and total dissolved solids appear to be reliable parameters for indicating ground-water pollution by leachate. Chloride and hardness may also be useful under certain conditions. Sulfate was the least reliable parameter considered. Although many of the trace elements in leachate exceed Illinois Environmental Protection Agency Public Water Supply Standards in more than 50% of the samples, these elements are most useful as indicators when a waste rich in trace elements is deposited in a landfill of unfavorable hydrogeology.     

地面沉降泊松旋回预测方法：以上海地面沉降长期预测为例

在上海地面沉降长期预测研究的实际经验基础上,对泊松旋回模型进行了一些改进,建立了地面沉降泊松旋回预测的数学模型,提出了应用于预测时的技术处理方法。对预测的上海部分标点1995—2050年地面沉降量10～37cm进行了一定评估,认为在现有研究水平上是可信的。引入衰减系数于泊松旋回模型之中是本方法的特色之一。     

APPLICATION OF THE GEOBOTANICAL METHOD IN HYDROGEOLOGIC STUDIES OF DESERTS AND SEMIARID REGIONS

Plant associations in arid and semiarid regions serve as indicators not only of presence of ground water, but of its depth, relative salinity and seasonal variations. Plants such as phreatophytes may serve as direct water indicators, while Anabasis salsa, an indirect water indicator, is more indicative of geologic conditions, in this case clayey or argillaceous soils. An Anabasis salsa association in the Temirsk-Aktyubinska Ural region indicates that the ground water is located at considerable depth; in the northwestern Caspian area, however, this same association is often found in low wastelands forming localized impermeable horizons where ground water may be found at depths of 5 to 10 m. Some associations indicate the degree of salinity, rather than ground-water depth. Preparation of a ground-water resources map from such geobotanical data requires field work, during which associations around known wells, ponds or ground-water areas are analyzed to provide a criteria for the area as a whole. It has been found that data from field studies tally closely from that made from aerial photographs. Hence, after initial studies are made, prospecting of a given region may be carried out by aerial photographs. Variations in vegetation relative to depth and mineralization of ground water also may be used to forecast changes in the vegetation which would occur following construction of an irrigation system. --A. Eustus.     

Effect of highly pervious geological features on ground-water flow into a tunnel

Current practice for estimating water inflow rate relies mostly on analytical solutions which assume a homogeneous, isotropic porous medium around a tunnel. Field measurements indicate that current engineering practice does not consistently make adequate estimate of ground-water flow into a tunnel during excavation due to various factors that analytical solutions do not properly take into account. Among the various factors affecting ground-water flow, the significance of a highly pervious feature located near the tunnel is discussed in this research. The highly pervious feature, which is located near an underground opening and connected to a large source of water, can provide a path for relatively high-head water to the joints intersecting the opening. This paper describes the influence of a highly pervious feature on the ground-water flow regime around a tunnel and the change of inflow rate as the tunnel approaches a highly pervious feature.