MARC details
| 000 -LEADER |
|---|
| fixed length control field |
02529nam a2200253 a 4500 |
| 001 - CONTROL NUMBER |
|---|
| control field |
vtls000052317 |
| 003 - CONTROL NUMBER IDENTIFIER |
|---|
| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
|---|
| control field |
20251114204336.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
|---|
| fixed length control field |
110328t2010 my a f m 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
|---|
| International Standard Book Number |
THE0006450(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
|---|
| Level of rules in bibliographic description |
201905141136 |
| Level of effort used to assign nonsubject heading access points |
amirul |
| Level of effort used to assign subject headings |
201110040904 |
| Level of effort used to assign classification |
Fida |
| Level of effort used to assign subject headings |
201107131626 |
| Level of effort used to assign classification |
VLOAD |
| -- |
201103280949 |
| -- |
ida |
| 040 ## - CATALOGING SOURCE |
|---|
| Original cataloging agency |
UMP |
| 090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) |
|---|
| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
TJ930 .F57 2010 rs Bc. |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
Mohd Firdaus Ahmad Sani |
| 245 10 - TITLE STATEMENT |
|---|
| Title |
Effect of soil resistivity in Pekan campus to the corrosion behavior of steel pipe system / |
| Statement of responsibility, etc. |
Mohd Firdaus Ahmad Sani |
| 246 3# - VARYING FORM OF TITLE |
|---|
| Title proper/short title |
Effect of soil resistivity in Pekan campus to the corrosion behavior of steel pipe system |
| Medium |
[computer file] |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Kuantan, Pahang : |
| Name of publisher, distributor, etc. |
UMP, |
| Date of publication, distribution, etc. |
2010 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
xvi, 83 p. : |
| Other physical details |
ill. (some col.) ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 computer disc |
| 502 ## - DISSERTATION NOTE |
|---|
| Dissertation note |
Project paper (Bachelor of Mechanical Engineering) -- Universiti Malaysia Pahang - 2010 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
|---|
| Bibliography, etc. note |
Bibliography : p. [82]-83 |
| 520 3# - SUMMARY, ETC. |
|---|
| Summary, etc. |
Underground pipe system will place at different place and will pass through the different soil structure. This different soil condition has different soil resistivity that will give the different result of the corrosion rate at same pipeline system. In this experiment, soil resistivities of different type of soils were measured by using Earth Resistance Tester. It is found that the soil resistivity of sand is the lowest at 5.03 kΩ·cm and followed by clay and loam with 94.25 kΩ·cm and 628.32 kΩ·cm respectively. The effect of soil resistivity on corrosion behavior of coated and uncoated specimen were examined by buried the specimen in three different type of soil for 50 days. The surface morphology were examined by using SEM while corrosion rate was calculated using weight loss. Surface morphology examinations indicate the type of corrosion occurred on the steel pipe was uniform corrosion, erosion corrosion and pitting corrosion. It is found the corrosion rate is highest in sand followed by clay, loam and atmosphere. It is also found that coating has decreased the corrosion rate of the specimen with highest at sand which 6.76 mpy followed by clay, loam and atmosphere with 6.36, 5.88 and 1.52 mpy respectively.In conclusion, with the lower soil resistivity, the corrosivity of the steel pipe will be higher. It is also found that coating specimen proves that it can reduce the corrosion rate of the pipeline system. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Pipelines |
| General subdivision |
Corrosion |