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
  • [41] DOWNSTREAM CONTROL ALGORITHM FOR IRRIGATION CANALS
    LIU, F
    FEYEN, J
    BERLAMONT, J
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1994, 120 (03) : 468 - 483
  • [42] Preceramic irrigation canals in the Peruvian Andes
    Dillehay, TD
    Eling, HH
    Rossen, J
    PROCEEDINGS OF THE NATIONAL ACADEMY OF SCIENCES OF THE UNITED STATES OF AMERICA, 2005, 102 (47) : 17241 - 17244
  • [43] WATER LOSSES FROM IRRIGATION CANALS
    WACHYAN, E
    RUSHTON, KR
    JOURNAL OF HYDROLOGY, 1987, 92 (3-4) : 275 - 288
  • [44] CHARACTERIZATION OF CONCRETE MIXES FOR IRRIGATION CANALS
    Mohamed, Nahla Hazem Hussein
    Taha, Abdelrahman Emad Hamdy
    Gabriel, Irene Samy Fahim
    El Baradei, Sherine Ahmed
    JOURNAL OF ENGINEERING SCIENCE AND TECHNOLOGY, 2021, 16 (03): : 2672 - 2682
  • [45] DESIGN OF IRRIGATION CANALS - INTEGRATED APPROACH
    IMAM, EH
    BAZARAA, AS
    ZAGHLOOL, AS
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1991, 117 (06) : 852 - 869
  • [46] IRRIGATION CANALS REGULATION - CHARACTERIZATION AND CLASSIFICATION
    MALATERRE, PO
    HOUILLE BLANCHE-REVUE INTERNATIONALE DE L EAU, 1995, 50 (5-6): : 17 - 35
  • [47] Is It Better to Use Gate Opening as Control Variable than Discharge to Control Irrigation Canals?
    Horvath, Klaudia
    Galvis, Eduard
    Gomez Valentin, Manuel
    Rodellar Benede, Jose
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2015, 141 (03)
  • [48] Multiple-use management in a large irrigation system: An assessment of technical constraints to integrating aquaculture within irrigation canals
    Li, Q
    Gowing, JW
    Mayilswami, C
    IRRIGATION AND DRAINAGE, 2005, 54 (01) : 31 - 42
  • [49] CONJUNCTIVE USE OF LINED CANALS AND UNDERGROUND PIPELINES FOR WATER CONVEYANCE UNDER GRAVITY IRRIGATION
    YADAV, RC
    JOURNAL OF AGRICULTURAL ENGINEERING RESEARCH, 1985, 32 (03): : 243 - 257
  • [50] USE PRESSURE GAUGE TO MEASURE FLOW
    REEVES, GG
    CHEMICAL ENGINEERING, 1985, 92 (21) : 119 - 119