| contributor author | Nandana Vittal | |
| contributor author | Fouad Al‐Muttair | |
| contributor author | Majed Subhi Abu‐Sharekh | |
| date accessioned | 2017-05-08T20:41:44Z | |
| date available | 2017-05-08T20:41:44Z | |
| date copyright | February 1993 | |
| date issued | 1993 | |
| identifier other | %28asce%290733-9429%281993%29119%3A2%28284%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23784 | |
| description abstract | An aqueduct is a canal conveyance structure utilized to cross a river when the bed level of the canal is clearly above the river high flood level. One such aqueduct structure is a reinforced concrete rectangular flume having a width usually less than that of the canal for economic reasons. The ratio of the width of the flume to that of the canal is termed | |
| publisher | American Society of Civil Engineers | |
| title | Hydraulic Design of Flume Aqueducts | |
| type | Journal Paper | |
| journal volume | 119 | |
| journal issue | 2 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1993)119:2(284) | |
| tree | Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 002 | |
| contenttype | Fulltext | |
