Method for estimating water level overrun time in open channel according to actually measured water level change conditions
A water level change and water level technology, applied in the field of channel scheduling and water conservancy information research, can solve problems such as long monitoring time, unsafe operation of units, and high risk
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Embodiment 1
[0061] Such as figure 1 As shown, in this embodiment, a method for estimating the water level overrun time based on the measured water level change in an open channel is provided, including the following steps,
[0062] S1, establish the simulation model of canal section;
[0063] S2. Based on the simulation model, determine the rate of change of flow per unit flow of the canal section;
[0064] S3. Based on the simulation model, determine the flow-water level-storage relationship of the canal section;
[0065] S4. Fit the measured downstream water level change curve, and obtain the upstream change flow according to the measured water level change rate obtained through the fitting combined with the flow rate change rate per unit flow of the canal section;
[0066] S5. Obtain an estimated time when the downstream water level exceeds the limit according to the upstream changing flow rate combined with the flow-water level-storage relationship of the canal section.
[0067] Th...
Embodiment 2
[0121] Such as Figure 2 to Figure 3 As shown, in this embodiment, taking part of the canal ponds of the Yangtze River to Huaihe River Project as an example, according to the description method of the present invention, using the model basic characteristic value combined with the monitoring water level in the actual project, the overrun time of the downstream water level in the unbalanced flow is calculated, and the description Effectiveness of the method of the present invention. It is assumed here that the digital actual monitoring value is the water level value simulated by the model.
[0122] Assuming that the entire canal section system operates according to the design flow and initial water level before the upstream inlet flow changes, and an emergency event occurs in the upstream of the canal section within 2 minutes, the design flow needs to be increased by 10%, but the middle water diversion still needs to meet the normal water diversion. Guarantee the water demand o...
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