Discharge equation of contracted rectangular falat-crested slit weirs / Rosley Jaafar and Ishak Abdul Azid
This paper presents a study on water flow over a rectangular flat-crested slit weir where the discharge equation is obtained in terms of the dimensionless variable of H/P and H/t. This study was carried out on nine different weir heights with the weir width and weir crest thickness at 10 mm and 4 mm...
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| Format: | Book |
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Universiti Teknologi MARA, Pulau Pinang,
2014.
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| LEADER | 00000 am a22000003u 4500 | ||
|---|---|---|---|
| 001 | repouitm_10662 | ||
| 042 | |a dc | ||
| 100 | 1 | 0 | |a Jaafar, Rosley |e author |
| 700 | 1 | 0 | |a Abdul Azid, Ishak |e author |
| 245 | 0 | 0 | |a Discharge equation of contracted rectangular falat-crested slit weirs / Rosley Jaafar and Ishak Abdul Azid |
| 260 | |b Universiti Teknologi MARA, Pulau Pinang, |c 2014. | ||
| 500 | |a https://ir.uitm.edu.my/id/eprint/10662/1/AJ_ROSLEY%20JAAFAR%20ESTEEM%2014.pdf | ||
| 520 | |a This paper presents a study on water flow over a rectangular flat-crested slit weir where the discharge equation is obtained in terms of the dimensionless variable of H/P and H/t. This study was carried out on nine different weir heights with the weir width and weir crest thickness at 10 mm and 4 mm, respectively. The discharge coefficient is determined experimentally using the small discharges by varying weir heights. Regression analysis is conducted to establish the relationship of the discharge coefficient with both the H/P and the H/t taken as the variables. The linear relationship forms are obtained, which provide an easy means of estimating the discharge coefficient. | ||
| 546 | |a en | ||
| 690 | |a Technical hydraulics | ||
| 690 | |a Water resources development | ||
| 690 | |a Water leakage. Water waste and its prevention | ||
| 655 | 7 | |a Article |2 local | |
| 655 | 7 | |a PeerReviewed |2 local | |
| 787 | 0 | |n https://ir.uitm.edu.my/id/eprint/10662/ | |
| 856 | 4 | 1 | |u https://ir.uitm.edu.my/id/eprint/10662/ |z Link Metadata |