Use of floodgates as flow measure structures in irrigation canals

被引:0
|
作者
Mojarro, BD [1 ]
Rubio, BR [1 ]
Pimentel, LR [1 ]
Hernández, VP [1 ]
机构
[1] Inst Mexicano Tecnol Agua, Jiutepec, Mexico
来源
关键词
irrigation canals; water measurement; control gate;
D O I
暂无
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
The structures in the irrigation districts to control the flows and water levels, as well as water measuring, are fundamental to bring order to the distributing canals operation and the volumetric delivery to the irrigated areas. Water delivery is carried out at control points supervised by the districts, the limited responsibility societies, the irrigation modules and the users at a parcel level. At this point, measuring structures are of different types according to the topography and hydraulic, geometrical and operative characteristics in places where the structures are located. They can be windmills, velocity sensors of different types like fixed and portable, weir and floodgate type holes. The flows and levels in the canals are normally controlled through floodgates and weirs; although the structures use is not for measuring, an experimental relationship must be established to determine the flow from the water levels and gap. Flat, vertical and radial floodgates have been used as control and flow structures in the main canals of the watering districts in Mexico. Due to the importance of these structures in the canals operation, an analysis was carried out on the precision and trust of the water measuring with floodgates functioning at free discharge and drowned. As from the simplified equations for Saint-Venant transitory flux at the structures vicinity, functional relationships were established between the up-stream waters level, down-stream and gap, and were proven in different precision and confidence ranks to estimate the flow. The validness of these relationships was analyzed through experimental data of calibrated floodgates in the Enzo Levi laboratories at the Mexican Institute of Water Technology and the Irrigation Department at the Autonomous University of Chapingo. The existing differences between the experimental flows and the ones estimated through the structure calibration model confirm that the floodgates can help as flow structures as long as the functional relationships established are verified.
引用
收藏
页码:507 / 515
页数:9
相关论文
共 50 条
  • [1] Floodgates use delimitation as spillway structures in irrigation channels.
    León-Mojarro, BC
    Prado-Hernández, JV
    Rendón-Pimentel, L
    Robles-Rubio, B
    Ramírez-Luna, J
    INGENIERIA HIDRAULICA EN MEXICO, 2006, 21 (01): : 95 - 103
  • [2] USE OF LONG-THROATED FLUMES TO MEASURE FLOWS IN IRRIGATION AND DRAINAGE CANALS
    BOS, MG
    AGRICULTURAL WATER MANAGEMENT, 1977, 1 (02) : 111 - 126
  • [3] Development of Structures on Irrigation Canals.
    Jozsef, Varadi
    Vizugyi Kozlemenyek, 1979, 61 (04): : 612 - 624
  • [4] Steady flow simulation in irrigation canals
    Misra, R
    SADHANA-ACADEMY PROCEEDINGS IN ENGINEERING SCIENCES, 1995, 20 : 955 - 969
  • [5] Steady flow simulation in irrigation canals
    Misra, Rajeev
    Sadhana - Academy Proceedings in Engineering Sciences, 1995, 20 (pt 6):
  • [7] Spatially varied steady flow in irrigation canals
    Misra, R
    AGRICULTURAL WATER MANAGEMENT, 1996, 30 (02) : 217 - 235
  • [8] Numerical simulation of control structures movement in irrigation canals
    de Leon-Mojarro, Benjamin
    Prado-Hernandez, J. Victor
    Verdier, Jean
    Fuentes-Ruiz, Carlos
    AGROCIENCIA, 2007, 41 (01) : 75 - 86
  • [9] Hydraulic modelling of irrigation canals for improved flow conditions in surface irrigation systems
    Wanyama J.
    Bwambale E.
    ISH Journal of Hydraulic Engineering, 2024, 30 (01) : 7 - 17
  • [10] SIMULATION OF UNSTEADY-FLOW IN IRRIGATION CANALS WITH DRY BED
    MESELHE, EA
    HOLLY, FM
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1993, 119 (09): : 1021 - 1039