Analysis method of rainfall impact on river water quality based on basin network-river model coupling
An analysis method and basin technology, applied in the field of analysis of the impact of rainfall on river water quality, can solve problems such as the inability to obtain the law of the impact of rainfall confluence river water quality changes
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specific Embodiment approach 1
[0016] Specific implementation mode one: combine figure 1 To illustrate this embodiment, the method for analyzing the impact of rainfall on river water quality by coupling the watershed pipe network-river model given in this embodiment specifically includes the following steps:
[0017] Obtain the generalized rainwater discharge outlet parameters of the watershed pipe network model during the rainfall process:
[0018] Input the information of rainfall intensity and rainfall duration into the watershed pipe network model to simulate the direction of rainwater runoff during the rainfall process. Combined with the types of pollutants in rainwater and the law of pollutant degradation, analyze the generalized rainwater discharge outlet flow and water quality information of the basin network model;
[0019] Coupling of watershed pipe network model and channel model:
[0020] According to the map registration technology, construct the association relationship between the generaliz...
specific Embodiment approach 2
[0024] Specific implementation mode 2: The difference between this implementation mode and specific implementation mode 1 is that the watershed pipe network model is specifically:
[0025] According to the distribution of various land types in the watershed, determine the proportion of rainwater infiltration in each area of the watershed; according to the distribution of pipe networks and terrain changes in the watershed, determine the confluence of rainwater in the watershed;
[0026] According to the infiltration ratio of rainwater in each area of the watershed, the distribution of the pipe network in the watershed, the terrain changes, the information of each pipe section and inspection well in the watershed, a watershed pipe network model is constructed.
[0027] Other steps and parameters are the same as those in the first embodiment.
specific Embodiment approach 3
[0028] Specific implementation mode three: the difference between this implementation mode and specific implementation mode two is that the relevant information of each pipe section and inspection well in the watershed pipe network, and the relevant information of each pipe section and inspection well in the watershed pipe network are specifically:
[0029] The information of each pipe section includes: pipe section position, pipe section length, pipe section pipe diameter, pipe section material, pipe section buried depth, pipe bottom elevation and pipe section slope;
[0030] The information of the inspection well includes: the location of the inspection well, the elevation of the bottom of the well, the access method of the pipe section in the inspection well, and the elevation of the ground.
[0031] Other steps and parameters are the same as in the second embodiment.
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