A quasi-steady-state energy flow analysis method for an electricity-water integrated energy system
A technology of integrated energy systems and analysis methods, applied in the field of quasi-steady-state energy flow analysis of electricity-water integrated energy systems, can solve the problems of slow water flow changes and difficulty in describing
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Embodiment 1
[0083] see Figure 1 to Figure 11 , a quasi-steady-state energy flow analysis method for an electricity-water integrated energy system, comprising the following steps:
[0084] 1) Obtain the network structure parameters of the Electric-Water Integrated Energy System (IEWS), and set the number of branch branch points to I, the pipeline segment step Δx, the time step Δt, and the simulation duration T. The segment nodes include upstream and downstream end nodes.
[0085] The pipeline segment step size Δx and the time step size Δt satisfy the following relationship:
[0086]
[0087] where c is the water hammer velocity.
[0088] 2) Obtain the initial steady-state energy flow of the electricity-water integrated energy system, that is, the energy flow distribution of the water distribution network and the power flow distribution of the distribution network at time t=0.
[0089] 3) Using the characteristic line method to calculate the transient energy flow and pump power of th...
Embodiment 2
[0149] An IEWS quasi-steady-state energy flow analysis method considering the transient characteristics of the water transmission and distribution system, the steps are as follows:
[0150] 1) Input the network structure parameters of IEWS, set the number of branch branch points to 3 (including upstream and downstream end nodes), take the water hammer wave velocity as 1000m / s, the pipeline segment step size as 1000m, and the simulation time step as 1s, The simulation time is 120s.
[0151] In order to ensure the accuracy of the solution, Δt and Δx must satisfy the time-space step relationship of the following Courant condition:
[0152]
[0153] 2) The energy flow distribution of the water distribution network and the power flow distribution of the distribution network when t=0 is input.
[0154] 3) Based on the known energy flow distribution of the water distribution network in the previous period, the characteristic line method is used to calculate the transient energy f...
Embodiment 3
[0203] see attached image 3 , using a test IEWS consisting of an IEEE-13 distribution network and an improved 5-node water distribution network to illustrate the effectiveness of the method proposed in Example 1, the steps are as follows:
[0204] 1) Obtain the distribution network data: the letters B and N represent the distribution network busbar and the water distribution network node respectively. The water pump of the water distribution network is connected to the busbar B8 of the distribution network. The detailed data of the water distribution network are shown in Table 1 and Table 2. :
[0205] Table 1 Water distribution network node data
[0206] Node ID Node type Elevation (m) Water load (m 3 / s)
N1 (water source) water source 0 - N2 end node 0 0 N3 end node 5 0.22 N4 end node 5 0.22 N5 end node 5 0.22
[0207] Table 2 Water distribution network branch data
[0208]
[0209] 2) Experiment:
[02...
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