Disclosure of Invention
The purpose of the invention is: aiming at the problems in the background art, a photovoltaic field leveling design method is provided. The method takes a photovoltaic matrix (or a smaller range) as a block, a control gradient as a constraint condition and adjustment of the node height of the block as a basic step, and continuously iteratively adjusts the node height to enable the gradient of adjacent nodes to meet requirements, finally forms a field square plan and achieves the goal of minimum total earthwork excavation and filling amount.
The technical scheme adopted by the invention is as follows:
a photovoltaic field leveling design method is characterized by comprising the following steps:
a. block division and coding: according to the photovoltaic matrix arrangement, block division is carried out on the whole field, and all blocks and nodes are coded to form a topological structure;
b. node volume and area collection: collecting the areas and the volumes of all blocks onto nodes, and converting the block field leveling problem into a node height adjusting problem;
c. adjusting the height difference of adjacent nodes: and carrying out earth allocation and transportation on the adjacent nodes with the height difference larger than the allowable height difference on the premise of keeping the total earth volume unchanged, so that the height difference between the adjacent nodes is equal to the allowable height difference.
d. Node height iterative adjustment: and searching whether the height difference of the adjacent nodes is smaller than the allowable height difference or not from the node with the minimum height every time the height difference adjustment of the adjacent nodes occurs, thereby gradually finishing the iterative adjustment of the height of each node and finally forming a field leveling scheme.
The invention has the beneficial effects that:
a. the applicability is good: the method can be used for field parallel design of different photovoltaic field parallel processes, and only boundary conditions such as block division, gradient requirements and the like are different.
b. The design speed is fast: the design method is programmed through calculation programming, and the field square pattern design can be completed in a very short time.
c. The field leveling, excavating and filling work amount is less: the design method is substantial and realizes that the gradient of the field meets the requirement by clipping peaks and filling valleys nearby on the basis of keeping the original terrain to the maximum extent, thereby greatly reducing the flat digging and filling amount of the field and shortening the transportation distance.
Detailed Description
In order that those skilled in the art will better understand the technical solutions of the present invention, the following description of the preferred embodiments of the present invention is provided in conjunction with specific examples, but it should be understood that the drawings are for illustrative purposes only and should not be construed as limiting the patent; for the purpose of better illustrating the embodiments, certain features of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted. The positional relationships depicted in the drawings are for illustrative purposes only and are not to be construed as limiting the present patent.
The embodiment provides a photovoltaic field leveling design method, which comprises the following steps:
s1, extracting site coordinate data
And extracting the original topographic coordinate data to form a topographic data document. To facilitate data processing, a local coordinate system may be employed.
S2, dividing rectangular blocks, and numbering the blocks and nodes
And dividing the photovoltaic field by adopting rectangular blocks with two sides respectively parallel to the east-west direction and the south-north direction, wherein the size of the blocks is determined according to the arrangement of the photovoltaic matrix and the size of the photovoltaic module. It should be noted that the larger the block division is, the larger the excavation and filling amount of the field leveling scheme is, and the field leveling construction is easier to control. It is recommended that the side length of the rectangular block is controlled within a range of 50m to 200 m. And numbering the divided blocks and the nodes of the blocks, and recording the coordinates of the nodes, the numbers of the blocks and the composition of the nodes of the blocks to form a topological structure.
As shown in fig. 2, the directions of north, south, bottom, left, west, right, and east are shown, wherein solid rectangles represent blocks, the numbers with circles are block numbers, and reference numbers 1, 2, and 3 … … 25 are nodes of the blocks, i.e., vertices of rectangles.
S3, calculating the allowable height difference of adjacent nodes
According to the maximum allowable south-north Slope ratio Slope -NSAnd Slope ratio Slope of east and west-EWCalculate neighbor allowable height Difference dtHi:dtHi=DI-NS×Slope-NS(neighboring nodes distributed in the north-south direction), or dtHi=DI-EW×Slope-EW(adjacent nodes distributed east-west).
S4, calculating the volume and the area of each block
Dividing a rectangular block into small grid arrays, wherein the side length of each small grid is about 10-20 m, the volume of each small grid is calculated by multiplying the area of each small grid by the height of a central point of each small grid, and the volume V of the blockeiIs the sum of all the small grid volumes; area of block SeiIs the sum of all the small grid areas.
S5, calculating the area and the volume of the collection of each node
Area S of each node collectionnj(hereinafter, simply referred to as the area of each node) is the area S of each block sharing the node ei1/4 of the sum; volume V of each node collectionnj(hereinafter, referred to as the volume of each node) is the volume V of each block sharing the node ei1/4 of the sum.
As shown in fig. 2, where the dashed rectangle is the area of the collection of nodes.
S6, calculating the original height of each node
Original height H of nodenjIs the ratio of volume to area, i.e.: hnj=Vnj/Snj
S7, nodes are sorted according to height
And sorting the nodes with the smallest height to the nodes with the largest height to form a search sequence Seq ═ { n1, n2 … }, wherein n1 and n2 … represent node numbers, and the heights of the nodes are increased from small to large.
S8, sequentially searching the sequence Seq
Searching in turn for each node of the sequence Seq, e.g. the height difference dth of a node and its neighborsiGreater than the allowable height difference dtHiIf yes, stopping the search, and jumping to step S9; e.g. height difference dth of all nodes and neighboring nodesiAre not more than dtHiThen, it jumps to step S12.
S9, determining two nodes for earthwork allocation and transportation
Note that the node being searched for is p, and the height difference dth from the node p among the nodes adjacent to the node piGreater than the allowable height difference dtHiAnd the difference value dthi–dtHiThe node with the minimum value is q, the node q is determined as an earthwork dispatch point, and the node p is the earthworkAnd (5) adjusting a point.
S10. adjacent node earthwork allocation and transportation
Dispatching earth dtV from node q to node p, and enabling height difference dth 'of two nodes after dispatching'iEqual to the maximum allowable height difference dtHi。
In the process of adjusting and transporting the earth and stone of the nodes, the specific original height H in the volume of each nodenjThe height is a compacted square and is higher than the original height HnjThe low volume is the natural square and the compaction factor is k (k ═ compaction square/natural square). When the node q calls out the earthwork, firstly calling out a compaction square (if any), and then calling out a natural square (if any) after the height of the node is smaller than the original height; when the node p is called into the earthwork, the insufficient natural square is filled (if the node p is used), and after the height of the node is larger than the original height, the compaction square is filled (if the node p is used for surplus). During the earthwork transportation, attention needs to be paid to whether the properties of the earthwork are changed.
S11, updating the node height
The heights of the p and q nodes after the earth movement in S10 are respectively replaced by the heights before the two nodes, and the process goes to S7.
S12-connecting nodes.
And connecting all adjacent nodes according to the height of each node to form a final design field square scheme.