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Shallow well

The progressive cavity pump consists of a rotating cork-screw like sub-surface assembly which is driven by a surface mounted motor. Beam pump rods are used to connect the two. The flowrate achieved is mainly a function of the rotational speed of the subsurface assembly. There Is in principle very little that can go wrong with progressive cavity pumps. Progressive cavity pumps excel in low productivity shallow wells with viscous crude oils and can also handle significant quantities of produced solids. [Pg.231]

Guar gum is a nonionic, branched-chain polysaccharide, a galactomaiman that is usually hydroxypropylated for use in drilling (52). It produces viscous solutions in fresh or salt water at concentrations of ca 3—6 kg/m (1—2 lb /bbl). It is used in soHds-free and low soflds muds and degrades rapidly above 80°C, limiting its use to shallow wells. [Pg.179]

Transportation of natural gas through pipelines began in the United States in the early part of the nineteenth century. One of the first known uses occurred in 1821 with the building of a system of metallic lead pipes to transport natural gas from a nearby shallow well to commercial establishments in Fredonia, New York, Gas lights—burning gas made from coal—illuminated the streets of Baltimore beginning in 1816. [Pg.835]

A shallow stratigraphic test is a relatively shallow well drilled to provide information on the local geology, i.e. structure, facies, geochemistry, etc. Normally its immediate purpose is not exploration for oil or gas accumulations. [Pg.24]

Table II summarizes analytical data for dissolved inorganic matter in a number of natural water sources (J3, 9, J 9, 20, 21). Because of the interaction of rainwater with soil and surface minerals, waters in lakes, rivers and shallow wells (<50m) are quite different and vary considerably from one location to another. Nevertheless, the table gives a useful picture of how the composition of natural water changes in the sequence rain ->- surface water deep bedrock water in a granitic environment. Changes with depth may be considerable as illustrated by the Stripa mine studies (22) and other recent surveys (23). Typical changes are an increase in pH and decrease in total carbonate (coupled), a decrease in 02 and Eh (coupled), and an increase in dissolved inorganic constituents. The total salt concentration can vary by a factor of 10-100 with depth in the same borehole as a consequence of the presence of strata with relict sea water. Pockets with such water seem to be common in Scandinavian granite at >100 m depth. Table II summarizes analytical data for dissolved inorganic matter in a number of natural water sources (J3, 9, J 9, 20, 21). Because of the interaction of rainwater with soil and surface minerals, waters in lakes, rivers and shallow wells (<50m) are quite different and vary considerably from one location to another. Nevertheless, the table gives a useful picture of how the composition of natural water changes in the sequence rain ->- surface water deep bedrock water in a granitic environment. Changes with depth may be considerable as illustrated by the Stripa mine studies (22) and other recent surveys (23). Typical changes are an increase in pH and decrease in total carbonate (coupled), a decrease in 02 and Eh (coupled), and an increase in dissolved inorganic constituents. The total salt concentration can vary by a factor of 10-100 with depth in the same borehole as a consequence of the presence of strata with relict sea water. Pockets with such water seem to be common in Scandinavian granite at >100 m depth.
As a result of removing the sanitary discharge from the seepage lagoon, the shallow well (TH-1) located to the west of the seepage lagoon, showed a decrease In cyanide concentration. The well located Immediately downstream of the potllner pile and potllner work area did not Improve as expected. [Pg.19]

If bentonite pellets or chips are to be used instead of grout, the bentonite pellets can be placed in shallow wells (within 15.0 m of ground surface) by pouring them through the annular space from above in much the same manner as the filter pack is placed. If this installation procedure is chosen, sufficient potable water must be added in conjunction with the bentonite to hydrate the individual pieces. Hydration causes the pieces to swell and form a highly impermeable seal. [Pg.798]

RCRA also contains provisions parallel to SDWA that prohibit the underground injection of hazardous wastes, unless such wastes have been treated to meet their respective LDR treatment standards. RCRA also contains a ban on any injection of hazardous waste into shallow wells. [Pg.475]

At the time injection began, a shallow monitoring well was placed 23 m (75 ft) south of the injection well in the upper part of the Floridan aquifer above the confining layer. A downgradient, deep monitoring well was placed in the injection zone 300 m (1000 ft) southeast of the injection well. Another shallow well, located 3.2 km (2 miles) southeast of the injection site at the University of Florida s Everglades Experiment Station, has also been monitored for near-surface effects. [Pg.843]

Moreover, ab initio calculations indicate that additions of chlorocarbenes to ethylene or TME lead to cyclopropanes either without the intermediacy of CACs,39 or via broad shallow wells for complexes that might occur in the reaction enthalpy profile but are not minima on the free energy surface.40 More recent calculations confirm these conclusions CACs are not predicted to be im-... [Pg.60]

Figure 9.19 Morse curve of a diatomic molecule in which the first excited state has a relatively shallow well... Figure 9.19 Morse curve of a diatomic molecule in which the first excited state has a relatively shallow well...
The double-diaphragm suction-lift pump LNAPL recovery system is patterned after the concept of a shallow well-point dewatering system commonly used in the con-... [Pg.219]

Reductive dissolution of Fe oxyhydroxides holding sorbed As appears to explain the very large concentrations of As in water from wells drilled into alluvial sediments of the Brahmaputra and Ganges Rivers in Bangladesh and West Begal (Nickson et al 1998, 2000). Dissolved As has accumulated from the reduction of As-rich Fe oxyhydroxides formed upstream of the contaminated areas by weathering of As-rich base metal sulfides. The reduction is driven by sedimentary organic matter in the deposits. Release of As from oxidation of pyrite in shallow wells contributes little to the water contamination because any As(IV) released would be re-sorbed on Fe oxides formed in pyrite oxidation. [Pg.230]

Trisubstituted carbon-centred radicals chemically appear planar as depicted in the TT-type structure 1. However, spectroscopic studies have shown that planarity holds only for methyl, which has a very shallow well for inversion with a planar energy minimum, and for delocalized radical centres like allyl or benzyl. Ethyl, isopropyl, tert-butyl and all the like have double minima for inversion but the barrier is only about 300-500 cal, so that inversion is very fast even at low temperatures. Moreover, carbon-centred radicals with electronegative substituents like alkoxyl or fluorine reinforce the non-planarity, the effect being accumulative for multi-substitutions. This is ascribed to no bonds between n electrons on the heteroatom and the bond to another substituent. The degree of bending is also increased by ring strain like in cyclopropyl and oxiranyl radicals, whereas the disubstituted carbon-centred species like vinyl or acyl are bent a radicals [21]. [Pg.6]

Disposal pits should be designed for convenient sampling of the liquid contents. The soil doesn t move, so contamination will occur exclusively through the liquid and vapor phase. Containment can be estimated by infrequent sampling of the liquid contents and regular sampling and analyses of the surrounding water taken from shallow wells outside the pit and the air taken from above the pit. [Pg.94]

Each C-Sparger consists of a master unit and one or more in-well assemblies and below-well Spargepoint assemblies. Each master unit can operate up to a total of 6 sparge assemblies. Additional shallow wells are also recommended at 5, 10, and 30 ft from the sparge wells. The prices for each part are shown in Table 2 (D18103D, p. 6). [Pg.743]

Figure 1.4 Schematic representation of the relationship between the shape of the potential energy well and selected physical properties. Materials with a deep well (a) have a high melting point, high elastic modulus, and low thermal expansion coefficient. Those with a shallow well (b) have a low melting point, low elastic modulus, and high thermal expansion coefficient. Adapted from C. R. Barrett, W. D. Nix, and A. S. Tetelman, The Principles of Engineering Materials. Copyright 1973 by Prentice-Hall, Inc. Figure 1.4 Schematic representation of the relationship between the shape of the potential energy well and selected physical properties. Materials with a deep well (a) have a high melting point, high elastic modulus, and low thermal expansion coefficient. Those with a shallow well (b) have a low melting point, low elastic modulus, and high thermal expansion coefficient. Adapted from C. R. Barrett, W. D. Nix, and A. S. Tetelman, The Principles of Engineering Materials. Copyright 1973 by Prentice-Hall, Inc.

See other pages where Shallow well is mentioned: [Pg.901]    [Pg.2355]    [Pg.271]    [Pg.214]    [Pg.54]    [Pg.813]    [Pg.281]    [Pg.397]    [Pg.792]    [Pg.793]    [Pg.797]    [Pg.53]    [Pg.184]    [Pg.46]    [Pg.632]    [Pg.101]    [Pg.112]    [Pg.67]    [Pg.77]    [Pg.341]    [Pg.14]    [Pg.105]    [Pg.220]    [Pg.107]    [Pg.90]    [Pg.18]    [Pg.26]    [Pg.266]    [Pg.654]    [Pg.72]    [Pg.305]    [Pg.25]    [Pg.89]    [Pg.110]   
See also in sourсe #XX -- [ Pg.186 , Pg.187 , Pg.193 ]




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