MARC details
| 000 -LEADER |
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| fixed length control field |
03312ntm a2200289 a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000092265 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251117113300.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
151125t2015 my da f abm 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0000633(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
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| Level of rules in bibliographic description |
201905161102 |
| Level of effort used to assign nonsubject heading access points |
nazirah |
| Level of effort used to assign subject headings |
201711291049 |
| Level of effort used to assign classification |
saini |
| -- |
201511251546 |
| -- |
asma |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
UMP |
| 090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) |
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| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
FKASA .N875 2015 r Bc. |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Nuradibah Zainaludin |
| 245 10 - TITLE STATEMENT |
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| Title |
Groundwater pumping simulation using hydrology apparatus / |
| Statement of responsibility, etc. |
Nuradibah Zainaludin |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
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| Place of publication, distribution, etc. |
Kuantan, Pahang : |
| Name of publisher, distributor, etc. |
UMP, |
| Date of publication, distribution, etc. |
2015 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
xv, 76 p. : |
| Other physical details |
ill. (some col.) ; |
| Dimensions |
30 cm. |
| 500 ## - GENERAL NOTE |
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| General note |
Faculty of Civil Engineering and Earth Resources |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Bibliography : p. 65 |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
Groundwater is water located beneath the ground surface and underground water movement in soil and rocks. There are many method of obtaining hydraulic information from aquifers, but perhaps the most common and best is the pumping test or aquifer test. Without an estimate of the hydraulic properties of an aquifer, calculation of groundwater movement cannot be performed with any level of confidence. In other word, pumping test is the best method to obtain the hydraulic information. Objective of this study is to relate the relationship of the groundwater flow due to the pumping activities using 2 different conditions and determine the value of hydraulic conductivity (k) due to uniform size of sand. In more advance, the objective of this study to prove the Darcy’s Law equation is relevant to applied in the study of groundwater flow. This study was carried out by using hydrology apparatus in the laboratory UMP with single and double mode pumping condition. The measurement of piezometer head showed the illustration of water table drawdown in the ground when using same size of sand which is 0.75 mm in the catchment area. There are 12 cases condition with 3 different initial groundwater levels which are 65 mm, 100 mm and 135 mm. This study was carried out in confined and unconfined aquifer Even though the flow rate, Q was set different value, hydraulic conductivity, k show that it still in the range of 0.01-10 mm. Data from the laboratory was compared with the value that stimulated from Darcy’s Law equation. The value of differences were not much different and its can be proved that the equation is valid to apply in the hydrology field especially in groundwater pumping study. The result of this study highlighted the effect of pumping activities on water table: higher rate of pumping could cause the higher drawdown of water table especially at the well point. Then, if the pumping rate is too slow, a small cone of depression will result and the drawdown in observation well may be detected. Conversely, if pumping rate are too high, then the test will not run very long because the pumping level will reach the pump |
| 610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME |
|---|
| Corporate name or jurisdiction name as entry element |
Faculty of Civil Engineering and Earth Resources |
| General subdivision |
Dissertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Universities and Colleges |
| General subdivision |
Dissertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Theses |
| 856 40 - ELECTRONIC LOCATION AND ACCESS |
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| Uniform Resource Identifier |
<a href="http://ecollib.ump.edu.my/id/eprint/9553">http://ecollib.ump.edu.my/id/eprint/9553</a> |
| Public note |
Access in library only |