2 edition of **Type curves for selected problems of flow to wells in confined aquifers** found in the catalog.

Type curves for selected problems of flow to wells in confined aquifers

J. E Reed

- 108 Want to read
- 3 Currently reading

Published
**1980**
by U.S. Dept. of the Interior, Geological Survey, For sale by the Branch of Distribution, U.S. Geological Survey, Supt. of Docs., U.S. G.P.O., distributor] in [Reston, Va.?], Arlington, VA, [Washington, D.C
.

Written in English

- Groundwater flow -- Mathematical models

**Edition Notes**

Statement | by J.E. Reed |

Series | Techniques of water-resources investigations of the United States Geological Survey -- bk. 3, ch. B3 |

Contributions | Geological Survey (U.S.) |

The Physical Object | |
---|---|

Pagination | ix, 106 p. : |

Number of Pages | 106 |

ID Numbers | |

Open Library | OL13605649M |

Zhan et al. () presented an analytical solution for drawdown induced by a horizontal well in confined aquifers and compared the difference in the type curves based on the well and a vertical. Partially penetrating wells Confined aquifers, steady-state flow 1 O. Huisman’s correction method TI Confined aquifers, unsteady-state flow Leaky aquifers, steady-state flow Leaky aquifers, unsteady-state flow Unconfined anisotropic aquifers, unsteady-state flow Streltsova’s curve-fitting method.

Fig. 3(a) and (b) show that the type curves and derivative type curves of three different monitoring scenarios are slightly separated at early time. Those three type curves are almost identical in an isotropic aquifer (Fig. 2(a) and (b)).Fig. 3(a) and (b) indicate that drawdown is somewhat sensitive to the vertical coordinate in an anisotropic aquifer (K z Cited by: Aquifer testing also often utilizes one or more monitoring wells, or piezometers ("point" observation wells). A monitoring well is simply a well which is not being pumped (but is used to monitor the hydraulic head in the aquifer). Typically monitoring and pumping wells are screened across the same aquifers.

At later stages the increase in the depression cone volume gradually decreases due to the steady or quasi-steady state flow case. The last part of the type curve will return back to the continuation of the confined aquifer type curve as part III in Figure The confined aquifer type curve is composed of I–II–III parts collectively. What is groundwater flow in geography? Groundwater flow 'Type curves for selected problems of flow to wells in confined aquifers' -- subject(s): Mathematical models, Groundwater flow.

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TWRI 3-B3. Type Curves for Selected Problems of Flow to Wells in Confined Aquifers. Type Curves for Selected Problems of Flow to Wells in Confined Aquifers. U.S. Geological Survey, Techniques of Water-Resources Investigations, Book 3, Chapter B3. By J.E. Reed.

Type Curves for Selected Problems of Flow to Wells in Confined Aquifers. Type Curves for Selected Problems of Flow to Wells in Confined Aquifers U.S. Geological Survey, Techniques of Water-Resources Investigations, Book 3, Chapter B3.

By J.E. Reed. Reed, J.E.,Type curves for selected problems of flow to wells in confined aquifers: U.S. Geological Survey Techniques of Water-Resources Investigations Book 3, Chapter B3, p.

This report presents type curves and related material for 11 conditions of flow to wells m confined aquifers. These solutions, compiled from hydrologic literature, span an interval of time from Theis () to Papadopulos, Bredehoeft, and Cooper (). Get this from a library.

Type curves for selected problems of flow to wells in confined aquifers. [J E Reed; Geological Survey (U.S.)]. BibTeX @MISC{Reed_typecurves, author = {J.

Reed}, title = { TYPE CURVES FOR SELECTED PROBLEMS OF FLOW TO WELLS IN CONFINED AQUIFERS }, year = {}}. Download PDF: Sorry, we are unable to provide the full text but you may find it at the following location(s): (external link) http Author: J.

Reed. Manuals in the Techniques of Water-Resources Investigations series, which are listed below, are available Type curves for selected problems of flow to wells in confined aquifers, by J.E. Reed: USGS–TWRI book 3, chap.

File Size: KB. The purpose of this paper is to present analytical solutions for unsteady-state flow leading to relevant type curves for patchy aquifers under confined flow con- ditions. PROBLEM DESCRIPTION AND SOLUTION In order to render the problem into a mathematically tractable form, the aquifer is assumed to have two concentric annular regions with Cited by: 8.

Type curves for selected problems of flow to wells in confined aquifers, by J.E. Reed. pages. TWI 3-B5. Definition of boundary and initial conditions in the analysis of saturated ground-water flow systems-an introduction.

by Size: 8MB. Computation of Type Curves for Flow to Partially Penetrating Wells in Water-Table Aquifer. (confined-unconfined problem). The model is used to investigate effects of delayed yield and leakage.

Type curve expressions are derived for the nonlinear flow in confined aquifers on the basis of Forchheimer () flow law which presents a combination of the laminar and turbulent flows of the Author: Zekai Şen. Techniques of Water-Resources Investigations of the United States Geological Survey Chapter B3 TYPE CURVES FOR SELECTED PROBLEMS OF FLOW TO WELLS IN CONFINED AQUIFERS 0 By J.

Reed Book 3 APPLICATIONS OF HYDRAULICS. Click here to return to USGS PublicationsFile Size: 3MB. Journal of Hydrology, () Elsevier Science Publishers B.V., Amsterdam -- Printed in The Netherlands 12l TYPE CURVES IN PATCHY AQUIFERS- COMMENT JOHN A. BARKER British Geological Survey, Maclean Building, Crowmarsh Gifford, Wallingford, Oxfordshire, OXIO 8BB (U.K.) (Received September 3, ; accepted for publication October 8, ) ~;en () attempts to Cited by: 2.

TWI 3-B3. Type curves for selected problems of flow to wells In confined aquifers, by J. Reed. TWI 3-Cl. Fluvial sediment. concepts, by H. Guy. 55 pages. TWI 3-C2. Field methods for measurement of fluvial sediment, hy H. Guy and V. Norman. 59 pages.

TWRI 3-B3. Type curves for selected problems of flow to wells in confined aquifers, by J.E. Reed. pages. TWRI 3-B4.

Regression modeling of ground-water flow, by Richard L. Cooley and Richard L. Naff. pages. • TWRI 3-B5. A new well function expression—different from the well-known Theis well function—is defined to evaluate the field data. The function is seen as an approximation and is easily applicable to estimate the transmissivity and the storage coefficients of the patchy aquifers.

TYPE CURVES FOR FLOW TO WELLS IN CONFINED AQUIFERS. 15 s = s. A(T, PI, where A(T,P) = 1 and. p=-T. r, Comments: Boundary condition 2 requires a constant drawdown in the discharging well, a condition I most commonly fulfilled by a flowing well, al- 1 though figure shows the water level to be.

Techniques of Water-Resource Investigations of the United States Geological Survey, Chapter B3, Type curves for selected problems of flow to wells in confined aquifers. USGS, Book 3 Application of Hydraulics, Arlington, VA. Renard, P., Quantitative analysis of groundwater field experiments.

S., ETH Zürich, unpublished. Reed, J. (): Techniques of Water-Resource Investigations of the United States Geological Survey, Chapter B3, Type curves for selected problems of flow to wells in confined aquifers.- USGS, Book 3 Application of Hydraulics, Arlington, VA. Reed, “Type Curves for Selected Problems of Flow to Wells in Confined Aquifers,” in Techniques of Water-Resources Investigations of the United States Geological Survey, Book 3, Chapter B3, This is available from the U.S.

Government Printing Office, Washington, D.C., or Scientific Publications Company, P.O. BoxWashington, D.C.Quantitative treatment of confined aquifers with fully penetration wells is easier than unconfined aquifers because in confined aquifers the saturation zone is completely defined by impervious layers and the streamflow line geometry remains parallel and does not change with time.

The difficulty in unconfined aquifers comes from spatial and temporal changes of saturation thickness near the main.5 Unconfined aquifers Figure shows a pumped unconfined aquifer underlain by an aquiclude.

The pump- ing causes a dewatering of the aquifer and creates a cone of depression in the water- table. As pumping continues, the cone expands and deepens, and the flow towards the well File Size: KB.