Submit an Article
Become a reviewer
Vol 32 Iss. 2
Pages:
88-104
Download volume:
RUS
Article
Geology

Calculation of filtration coefficient, radius of influence and piezometric level lowering according to the data of group pumping from imperfect wells

Authors:
N. G. Pauker
Date submitted:
1954-08-18
Date accepted:
1954-10-18
Date published:
1956-01-17

Abstract

In hydraulic engineering construction, mining, construction of subways, construction of deep foundations, etc., the method of artificial lowering of groundwater level is used more and more often. Water lowering has become especially widespread on modern grandiose hydraulic engineering construction sites, such as the Volga-Don, Kakhovka hydroelectric complex, construction of hydroelectric stations near Kuibyshev and Stalingrad and others. A number of cases are also known of sinking mine shafts and dewatering of coal and other mineral deposits with the help of dewatering plants. At the same time, when designing new dewatering installations or rearrangement of existing drainage systems consisting of variously designed dewatering wells, drainage wells, needle filters, etc., there are difficulties in calculations of the main efficiency indicators of such installations. They mean calculations of necessary level lowering in any point of the site, determination of total water inflow at different location and different design of drainage devices, determination of flow rate of separate interacting excavations, etc. For these calculations, in turn, it is necessary to have such indicators as water permeability coefficient, radius of influence and some others.

Область исследования:
Geology
Funding:

None

Go to volume 32

References

  1. Argunov P.P. Calculation of water dewatering installations. Coll. Construction water dewatering and hydromechanics of groundwater. Mashstroizdat, 1950, No. 15. (in Russian)
  2. Kerkis E.E. Determination of the radius of influence in the calculation of water inflow to wells, pits and mine workings and in the design of dewatering. Ugletekhizdat, 1955. (in Russian)
  3. Kusakin I.P. Artificial lowering of groundwater level. ONTI, 1935. (in Russian)
  4. Masket M. Flow of homogeneous liquids in porous medium. Gostekhizdat, 1949. (in Russian)
  5. Myatiev A.N. Groundwater pressure complex and wells. Izvestiya AN SSSR, OTN, 1947, No. 9. (in Russian)
  6. Forchheimer F. Hydraulics (translation from German). ONTI, 1935. (in Russian)
  7. Charny I.A. About interference of imperfect wells. Izvestia AN SSSR, OSTI, 1946, No. 11. (in Russian)

Similar articles

Hydrochemical zonation of artesian basins
1956 N. I. Tolstikhin
Comparative evaluation of existing formulas for calculating the flow rate of imperfect wells under confines water conditions
1956 S. P. Albul
Accelerated method of calculation of imperfect well flow rate under confined water conditions
1956 S. P. Albul
Device for determination of rock filtration coefficient under pressure
1956 P. I. Zheltov, B. P. Ostroumov
Issues of geomorphology of the Yan-Shan Ridge in Northern China
1956 Ch. Zhun-yin
Influence of the method of rock preparation for analysis on the determination of granulometric composition, specific gravity and plasticity limits
1956 V. N. Novozhilov, I. N. Shultz