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Ground water level

In a normally pressured reservoir, the pressure is transmitted through a continuous column of water from the surface down to the reservoir. At the datum level at surface the pressure is one atmosphere. The datum level for an offshore location is the mean sea level (msl), and for a onshore location, the ground water level. [Pg.118]

Grund-versueb, m. fundamental experiment, -wasser, n. (under)ground water, -wasser-splegel, m. ground-water level, water table, -zabl, /. unit base number, base cardinal number, -zug, m. leading feature, characteristic pi.) outline, -zustand, m. ground (level) state. [Pg.196]

Netherlands (high ground water level, soft soil), a price of some 50 per tonne is enough to realise a controlled landfill (including aftercare systems). The gate fee of mechanical recycling processes depends very much on the type of plastic and type of mechanical recycling and cannot be specified here. [Pg.22]

After start-up, the system should be checked at least weekly, with some observations, notably in the early phases, requiring daily monitoring. Information such as ground-water levels, extraction and injection flow rates, groundwater electron acceptor concentrations, nutrient concentrations, pH, and conductivity should be recorded at least on a weekly basis. Complete records of rates, concentrations, electrical usage, and other operational data can be invaluable when evaluating operational efficiency or documenting unit costs. [Pg.287]

Insulation of the floor of broiler houses prevents moisture condensing on the concrete surface and thus has an effect on the dry matter content of the litter. This effect can be expected wherever the ground water level is about one metre below the surface. The theoretical principles are given Other benefits of the insulation are a reduction in ammonia and odour emission, as well as an improvement in the quality of the broilers as measured by the presence of blistered briskets and wrong legs. The economic implications, however, remain unclear. [Pg.189]

Wet litter in broiler houses is undesirable, because it affects the climatic conditions for the fast-growing birds. The theoretical conclusion is that insulating the floor could prevent condensation, especially in situations where there is a high ground water level. The first trials and their findings are reported on below. [Pg.189]

The desirability of insulating the floor has been raised several times before. Initially, the low ventilation and high temperature mean that the layer on the floor remains dry, and we have to look at the physical processes involved in situations where the ground water level... [Pg.189]

The distance between the ground water level and the lower edge of the concrete floor is 0.75m. [Pg.190]

First of all, it is evident that insulation of the floor in broiler houses is advisable if the ground water level is one metre or less below the surface. If the ground water level is... [Pg.191]

The litter on the insulated floor was dryer in both experiments, the difference being 15% in spring and 10% in summer. The smaller difference in summer may be due to a lower ground water level, but a dry matter content of 70% is very acceptable. If this litter is to be burnt for heat production, the higher dry matter content is of benefit as regards efficiency and smoke production. [Pg.192]

BioSparge is a closed-loop, in situ and ex situ bioremediation technology that uses vapor extraction, gas injection and biodegradation to remediate contaminant plumes below the ground-water level. This process works by extracting soil vapor from wells placed at the perimeter of... [Pg.819]

One of the models in the process of transpiration can be written as wST = Ys 2Aa + b, where Ys is the return of water a is the rate at which ground water rises (cm/hr) and b is the average daily change in ground water level (cm). [Pg.263]

The lowest elevation of the slndge evaporation lagoon has been kept above ground water level to avoid being overflowed with ground water. [Pg.574]

The predominant landscapes are dry steppe, semi-desert and desert, mainly calcium-sodium, gypsum and salt-enriched types. The well expressed forms ofmeso-and micro-relief, such as saucer-like and outstretched depressions, temporary water channels, and micro-hills, as typical plain relief and the shallow ground water level are accompanied with the contrast moisture redistribution, distinguish differentiation of soil and vegetation types. This is finally accompanied with an extensive accumulation of boron in salty depressions due to the transpiration biogeochemical barrier. [Pg.187]

With evaporative concentration are also associated salts accumulated in soils and ground in the territories with arid climate, in particular, in drainless depressions. They form saline lands (sabkhas, sors, shorts). On the saline surface in such locations often form hard, sometimes fractured salt crust up to 10-15 cm thick. Excessive irrigation for expanding cultivated acreage in conditions of arid climate can cause rise of ground water level and salinization of soils. [Pg.303]

Conditional mass transport flux with ground water, as well as the filtration flux proper, has some limitations at the bottom, a bed impervious for water, at the top, ground water level or a water-impervious roof, along the flux, side or contour boundaries and also its beginning and end. Properties of these boundaries have additional hydrochemical parameters. There are four major types of boundary conditions (Figure 3.31 and Table 3.17). [Pg.514]

In a case of the component i input through the aeration zone, the horizontal plain of ground water level with the area XxY may be assumed as a source of pollution. In this case is convenient to place the origin in the center of this area at the elevation of ground water level (Z = 0). If the pollution is spread from a well open in the entire thickness of water horizon, Y may be assumed equal to 0. At last, if the pollution somce is a waste dump with vertical wall oriented across the flux hne, then X = 0. [Pg.524]

Figure 3.34 Geometry of a flat vertical indicator (tracer) source at the ground water level at linear flow (Domenico P.A. et al., 1985). Figure 3.34 Geometry of a flat vertical indicator (tracer) source at the ground water level at linear flow (Domenico P.A. et al., 1985).
Methods of investigation and testing, equipment used, date commenced and date completed Investigation logs that describe material type (both engineering and geological) with depth Ground water levels where encoimtered should be reported Field test results in summary and detail Laboratory test results in summary and detail. [Pg.50]

VALUES OF Kvi SHOWN FOR COARSE GRAINED SOILS APPLY TO DRY OR MOIST MATERIAL WITH THE GROUND WATER LEVEL AT A DEPTH OF AT LEAST 1.5B BELOW BASE OF FOOTING. [Pg.89]

In cases where the hole cannot be kept dry, the hole should be filled with water up to at least the depth of the ground water level. In this case the tremie method of concreting can be adopted with very workable high slump (150-200 mm) concrete. [Pg.124]

Many sinkholes are induced by man s activities, that is, they result from declines in ground-water level, especially those due to excessive abstraction. For example, Jammal (1986) recorded that 70 sinkholes appeared in Orange and Seminole counties in central Florida over a period of 20 years. Most of these developed in those months of the year when rainfall was least (i.e. April and May) and withdrawal of groundwater was high. Nonetheless, the appearance of a sinkhole at the surface represents a late-stage expression of processes that have been in operation probably for thousands of years. [Pg.443]


See other pages where Ground water level is mentioned: [Pg.362]    [Pg.18]    [Pg.202]    [Pg.420]    [Pg.440]    [Pg.440]    [Pg.449]    [Pg.819]    [Pg.105]    [Pg.143]    [Pg.432]    [Pg.411]    [Pg.489]    [Pg.117]    [Pg.293]    [Pg.21]    [Pg.101]    [Pg.187]    [Pg.333]    [Pg.315]    [Pg.67]    [Pg.278]    [Pg.282]    [Pg.524]    [Pg.8]    [Pg.200]    [Pg.204]    [Pg.57]    [Pg.109]   
See also in sourсe #XX -- [ Pg.20 ]




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