CN112766593A - Optimization method of ecological scheduling scheme of water conservancy and hydropower engineering - Google Patents
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Abstract
The invention discloses an optimization method of an ecological scheduling scheme of a water conservancy and hydropower project, which comprises the steps of formulating a preliminary ecological scheduling scheme according to ecological flow requirements and providing an expected ecological scheduling effect; carrying out an ecological scheduling test according to the ecological scheduling scheme; carrying out long-term ecological monitoring; analyzing hydrological rhythms of the warehousing flow and the let-down flow, if the hydrological rhythms are inconsistent, optimizing an ecological scheduling scheme and carrying out a next round of ecological scheduling test until the hydrological rhythm analysis requirement is met, and if the hydrological rhythms are consistent, carrying out next-step ecological scheduling effect evaluation; if the effect is expected, the preliminary ecological scheduling scheme can be used as the optimal ecological scheduling scheme to be executed for a long time, the effect is not expected, and the ecological scheduling scheme needs to be optimized. The invention fully considers the high complexity and uncertainty of the current ecological flow determination and ecological scheduling effect guarantee, improves the traditional ecological scheduling scheme determination mode of the hydraulic and hydroelectric engineering, and realizes the optimization of the ecological scheduling scheme.
Description
Technical Field
The invention relates to ecological scheduling of a water conservancy and hydropower project, in particular to an optimization method of an ecological scheduling scheme of the water conservancy and hydropower project based on an adaptive management mode.
Background
The ecological flow is one of key environmental protection measures for building green water conservancy and hydropower engineering and realizing sustainable utilization of water resources, influences the health and stability of a river and lake ecological system, influences the scale and benefit of building the water conservancy and hydropower engineering on a river, and is one of key factors in the process of examining and approving engineering schemes. At present, the theoretical method system of the ecological flow in China is not complete, the research on the relation between the ecological habits of the indicated species and the changes of hydrological water resources and hydrodynamic force is very weak, and the scientific determination of the ecological flow and the guarantee of the ecological scheduling of the hydraulic and hydroelectric engineering are difficult to support.
Disclosure of Invention
The technical problem to be solved by the invention is to provide an optimization method of the ecological scheduling scheme of the hydraulic and hydroelectric engineering, which aims at maintaining the nearly natural hydrological rhythm and guaranteeing the ecological scheduling effect, realizes the optimization of the ecological scheduling scheme by continuously carrying out ecological scheduling effect evaluation feedback and ecological scheduling scheme optimization and adjustment, and promotes the ecological flow process management of the hydraulic and hydroelectric engineering to be more scientific and effective.
The technical scheme adopted by the invention is as follows: a method for optimizing an ecological scheduling scheme of a hydraulic and hydroelectric engineering comprises the following steps:
step one, according to the ecological flow requirement, considering the power generation benefit and the flood control and shipping comprehensive benefit of the water conservancy and hydropower engineering, making a preliminary ecological scheduling scheme and providing an ecological scheduling expected effect;
secondly, developing an ecological scheduling test according to the ecological scheduling scheme;
thirdly, carrying out long-term ecological monitoring, including flow monitoring, water quality monitoring and aquatic ecological investigation, wherein the flow monitoring comprises the monitoring of warehousing flow and discharge flow, and the aquatic ecological investigation comprises the investigation of aquatic habitat, aquatic organisms and fishes;
fourthly, analyzing the hydrological rhythms of the warehousing flow and the let-down flow, judging whether the hydrological rhythms of the warehousing flow and the let-down flow are consistent after the ecological scheduling scheme is implemented, if the hydrological rhythms are inconsistent, optimizing the let-down flow requirement of the ecological scheduling scheme at the time interval when the hydrological rhythms are inconsistent, and carrying out the next round of ecological scheduling test until the hydrological rhythm analysis requirement is met; if the hydrological rhythm is consistent, carrying out next ecological scheduling effect evaluation;
fifthly, carrying out ecological scheduling effect evaluation on flow monitoring, water quality monitoring and aquatic ecological investigation data, comparing the evaluation with the ecological scheduling expected effect provided in the first step, and if the effect is expected, executing the preliminary or optimized ecological scheduling scheme as the optimal ecological scheduling scheme for a long time; if the effect is not expected, optimizing the discharge flow requirement of the ecological scheduling scheme according to the ecological-flow response relation and the water quality-flow response relation formed by the long-term ecological monitoring result, carrying out the next round of ecological scheduling test until the requirements of hydrological rhythm analysis and ecological protection effect evaluation are met simultaneously, and finally executing the ecological scheduling scheme as the optimal ecological scheduling scheme for a long time.
Whether the hydrological rhythms are consistent is judged by comparing the entering flow and the descending flow fluctuation process after the ecological scheduling scheme is implemented, and is judged by the hydrological variation index sigma of the IHA hydrological index under the condition of long-series hydrological data.
The calculation formula of the hydrological variation index sigma is as follows:
in the formula, NobservedThe frequency of a certain hydrological change index value within a flow management target range after the implementation of the ecological scheduling scheme of the water conservancy and hydropower engineering; n is a radical ofexpectedThe frequency of a certain hydrological change index value in a natural hydrological situation falling within a flow management target range; f is the ratio of the length of the hydrological series after the implementation of the ecological scheduling scheme to the length of the natural hydrological series; when the absolute value sigma is less than 0.33 and more than or equal to 0, the hydrological rhythm is considered to be consistent; when the absolute value of sigma is more than or equal to 0.33, the hydrological rhythm is considered inconsistent.
And taking the range of the mean plus or minus standard deviation of the hydrological indicators, or the range of the hydrological indicator values of 25 percentile and 75 percentile as the flow management target range.
In the fifth step, the engineering ecological scheduling effect is evaluated in a mode of mainly quantifying and secondarily determining from the four aspects of river physical structure, aquatic ecology, water quality and wading protection targets, and whether the ecological scheduling effect reaches the expectation is analyzed; the evaluation indexes and the evaluation methods of the physical structures of rivers are in accordance with SL/T793-.
The method has the advantages that the high complexity and uncertainty of the current ecological flow determination and ecological scheduling effect guarantee are fully considered, the traditional ecological scheduling scheme determination mode of the water conservancy and hydropower engineering is improved, the aim of maintaining the nearly natural hydrological rhythm and guaranteeing the ecological scheduling effect is fulfilled, the ecological scheduling scheme is optimized by continuously carrying out ecological scheduling effect evaluation feedback and ecological scheduling scheme optimization adjustment, and the water conservancy and hydropower engineering ecological flow process management is promoted to be more scientific and effective.
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FIG. 1 is a schematic flow chart of the method for optimizing the ecological scheduling scheme of the hydraulic and hydroelectric engineering;
FIG. 2 is a process diagram of warehousing flow and discharging flow at a dam site in a fish breeding period after a primary ecological scheduling scheme of a certain hydropower station is implemented;
fig. 3 is a process diagram of warehousing flow and discharging flow at a dam site in a fish breeding period after an optimized ecological scheduling scheme of a certain hydropower station is implemented.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention; it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and all other embodiments obtained by those skilled in the art without any inventive work are within the scope of the present invention.
As shown in figure 1, the method for optimizing the ecological scheduling scheme of the hydraulic and hydroelectric engineering comprises the following steps:
step one, according to the ecological flow requirement, considering the power generation benefit and the flood control and shipping comprehensive benefit of the water conservancy and hydropower engineering, making a preliminary ecological scheduling scheme and providing an ecological scheduling expected effect;
secondly, developing an ecological scheduling test according to the ecological scheduling scheme;
thirdly, carrying out long-term ecological monitoring, including flow monitoring, water quality monitoring and aquatic ecological investigation, wherein the flow monitoring comprises the monitoring of warehousing flow and discharge flow, and the aquatic ecological investigation comprises the investigation of aquatic habitat, aquatic organisms and fishes;
fourthly, analyzing the hydrological rhythms of the warehousing flow and the let-down flow, judging whether the hydrological rhythms of the warehousing flow and the let-down flow are consistent after the ecological scheduling scheme is implemented, if the hydrological rhythms are inconsistent, optimizing the let-down flow requirement of the ecological scheduling scheme at the time interval when the hydrological rhythms are inconsistent, and carrying out the next round of ecological scheduling test until the hydrological rhythm analysis requirement is met; if the hydrological rhythm is consistent, carrying out next ecological scheduling effect evaluation;
fifthly, carrying out ecological scheduling effect evaluation on flow monitoring, water quality monitoring and aquatic ecological investigation data, comparing the evaluation with the ecological scheduling expected effect provided in the first step, and if the effect is expected, executing the preliminary or optimized ecological scheduling scheme as the optimal ecological scheduling scheme for a long time; if the effect is not expected, optimizing the discharge flow requirement of the ecological scheduling scheme according to the ecological-flow response relation and the water quality-flow response relation formed by the long-term ecological monitoring result, carrying out the next round of ecological scheduling test until the requirements of hydrological rhythm analysis and ecological protection effect evaluation are met simultaneously, and finally executing the ecological scheduling scheme as the optimal ecological scheduling scheme for a long time.
Whether the hydrological rhythms are consistent is judged by comparing the entering flow and the descending flow fluctuation process after the ecological scheduling scheme is implemented, and is judged by the hydrological variation index sigma of the IHA hydrological index under the condition of long-series hydrological data.
The calculation formula of the hydrological variation index sigma is as follows:
in the formula, NobservedThe frequency of a certain hydrological change index value within a flow management target range after the implementation of the ecological scheduling scheme of the water conservancy and hydropower engineering; n is a radical ofexpectedThe frequency of a certain hydrological change index value in a natural hydrological situation falling within a flow management target range; f is the ratio of the length of the hydrological series after the implementation of the ecological scheduling scheme to the length of the natural hydrological series; when 0 ≦ σ | < 0.33, it is considered hydrologicThe rhythms are consistent; when the absolute value of sigma is more than or equal to 0.33, the hydrological rhythm is considered inconsistent.
And taking the range of the mean plus or minus standard deviation of the hydrological indicators, or the range of the hydrological indicator values of 25 percentile and 75 percentile as the flow management target range.
In the fifth step, the engineering ecological scheduling effect is evaluated in a mode of mainly quantifying and secondarily determining from the four aspects of river physical structure, aquatic ecology, water quality and wading protection targets, and whether the ecological scheduling effect reaches the expectation is analyzed; the evaluation indexes and the evaluation methods of the physical structures of rivers are in accordance with SL/T793-.
In the first step, reference can be made to 'procedure for making ecological scheduling scheme of hydropower engineering'.
The method inherits the principles of sustainability, adaptability, feedback, scientificity and controllability, follows the law of coordinated development of natural environment and economy and society, aims to maintain the nearly natural hydrological rhythm and guarantee the ecological scheduling effect, and forms the method for optimizing the ecological scheduling scheme of the water conservancy and hydropower engineering based on the adaptive management mode by taking continuous monitoring, scientific evaluation and feedback mechanism adjustment as means.
The following illustrates an example of the calculation of the method of the invention:
if known: a certain hydropower station is a water diversion type development power station, and water diversion power generation causes a water reduction river reach between a dam site and a power generation plant, so that the water reduction river reach has great influence on the spawning propagation of fish protected by the river reach. The hydropower station needs to drain ecological flow of 45-280 cubic meters per second.
Firstly, a preliminary ecological scheduling scheme is formulated. In order to guarantee the water use requirement of aquatic ecology in the water reducing river reach under the dam, the functions, tasks, adjusting capacity and incoming water conditions of the hydropower station are comprehensively considered, dam overflowing facilities are reasonably applied, the relation among various requirements is well coordinated, a preliminary ecological scheduling scheme with operability is obtained by combining the hydrological weather forecasting capacity on the basis of not obviously reducing the power generation benefit, and the requirements of the discharge flow are shown in a table 1. The expected effect of ecological dispatching is to maintain the ecological water demand of the ecological system stability of aquatic organisms and the function of river water environment.
TABLE 1 bleed-down flow requirement of hydropower station dam site section
And step two, the hydropower station develops an ecological scheduling test for two years.
And thirdly, carrying out long-term ecological monitoring. The ecological monitoring section and the monitoring content of the hydropower station are shown in a table 2.
TABLE 2 ecological monitoring profile and monitoring content
Section of | Flow and water quality monitoring | Aquatic ecology investigation |
Reservoir tail | ● | ● |
In a reservoir | ● | ● |
Water-reducing river reach | ● | ● |
Downstream branch junction | ● | ● |
… | ● | ● |
And fourthly, carrying out hydrological rhythm analysis. The hydrological rhythm of the warehousing and the let-down daily average flow (see figure 2) of the hydropower station in the spawning and breeding period of the fishes in the first year from 3 months to 8 months is taken as an example for analysis. As can be seen from fig. 2, the hydrologic rhythms of the warehousing daily average flow rate and the let-down daily average flow rate of the hydropower station in the first year are inconsistent to a large extent, and the let-down flow rate requirement of the period (3 months to 6 months) in which the hydrologic rhythms are inconsistent in the ecological scheduling scheme needs to be optimized, and the ecological scheduling test in the second step and the long-term ecological monitoring in the third step are repeated. Then, hydrologic rhythm analysis is carried out, and hydrologic rhythm of the impoundment and let-down daily average flow (shown in figure 3) of hydropower stations in the spawning and breeding period of the fishes in the first year after optimization is taken as an example for analysis. As can be seen from fig. 3, after optimization, the hydrological rhythms of the impounded daily average flow and the let-down daily average flow of the hydropower station in the first year are basically consistent, and the ecological protection effect evaluation in the next step is continuously carried out.
And fifthly, carrying out ecological scheduling effect evaluation, and evaluating the physical structure, aquatic ecology, water quality and wading protection target of the river after the ecological scheduling scheme is optimized.
In the aspect of the physical structure of the river, referring to the river longitudinal communication index in the river and lake health assessment technical guide (SL/T793-2020), no fish facility is built in the hydropower station, the river longitudinal communication index is 1/100 km, and the evaluation result of the index is poor.
In the aspect of aquatic ecology, the diversity of aquatic organisms is evaluated by referring to the Shannon-Wiener index of 'Water and Power engineering aquatic ecology survey and evaluation technical Specification' (NB/T10079-.
In the aspect of water quality, the water quality after the implementation of the ecological scheduling scheme is monitored, and the result shows that the water quality meets the expected III-class water quality standard and achieves the expected effect.
In the aspect of wading protection targets, the hydropower station has no special wading protection target, namely the expected effect is considered to be achieved.
In conclusion, the evaluation of the ecological scheduling effect of the hydropower station shows that: except that the physical structure of the river does not reach the expected effect, the other aspects all reach the expected effect. And after the fish passing facility is recommended to be built to restore the river connectivity, carrying out the next round of ecological scheduling test until the ecological scheduling scheme simultaneously meets the requirements of hydrological rhythm analysis and ecological protection effect evaluation, and finally executing for a long time as the optimal ecological scheduling scheme.
The above-mentioned embodiments are only for illustrating the technical ideas and features of the present invention, and the purpose thereof is to enable those skilled in the art to understand the contents of the present invention and to carry out the same, and the present invention shall not be limited to the embodiments, i.e. the equivalent changes or modifications made within the spirit of the present invention shall fall within the scope of the present invention.
Claims (5)
1. A method for optimizing an ecological scheduling scheme of a hydraulic and hydroelectric engineering is characterized by comprising the following steps:
step one, according to the ecological flow requirement, considering the power generation benefit and the flood control and shipping comprehensive benefit of the water conservancy and hydropower engineering, making a preliminary ecological scheduling scheme and providing an ecological scheduling expected effect;
secondly, developing an ecological scheduling test according to the ecological scheduling scheme;
thirdly, carrying out long-term ecological monitoring, including flow monitoring, water quality monitoring and aquatic ecological investigation, wherein the flow monitoring comprises the monitoring of warehousing flow and discharge flow, and the aquatic ecological investigation comprises the investigation of aquatic habitat, aquatic organisms and fishes;
fourthly, analyzing the hydrological rhythms of the warehousing flow and the let-down flow, judging whether the hydrological rhythms of the warehousing flow and the let-down flow are consistent after the ecological scheduling scheme is implemented, if the hydrological rhythms are inconsistent, optimizing the let-down flow requirement of the ecological scheduling scheme at the time interval when the hydrological rhythms are inconsistent, and carrying out the next round of ecological scheduling test until the hydrological rhythm analysis requirement is met; if the hydrological rhythm is consistent, carrying out next ecological scheduling effect evaluation;
fifthly, carrying out ecological scheduling effect evaluation on flow monitoring, water quality monitoring and aquatic ecological investigation data, comparing the evaluation with the ecological scheduling expected effect provided in the first step, and if the effect is expected, executing the preliminary or optimized ecological scheduling scheme as the optimal ecological scheduling scheme for a long time; if the effect is not expected, optimizing the discharge flow requirement of the ecological scheduling scheme according to the ecological-flow response relation and the water quality-flow response relation formed by the long-term ecological monitoring result, carrying out the next round of ecological scheduling test until the requirements of hydrological rhythm analysis and ecological protection effect evaluation are met simultaneously, and finally executing the ecological scheduling scheme as the optimal ecological scheduling scheme for a long time.
2. The method for optimizing the ecological scheduling scheme of the hydraulic and hydro-power engineering according to claim 1, wherein whether the hydrological rhythm is consistent is judged by comparing the process of fluctuation of the warehousing flow and the let-down flow after the implementation of the ecological scheduling scheme, and is judged by the hydrological variation index sigma of the IHA hydrological index under the condition of long-series hydrological data.
3. The method for optimizing the ecological scheduling scheme of the hydraulic and hydroelectric engineering according to claim 2, wherein the calculation formula of the hydrological variation index σ is as follows:
in the formula, NobservedThe frequency of a certain hydrological change index value within a flow management target range after the implementation of the ecological scheduling scheme of the water conservancy and hydropower engineering; n is a radical ofexpectedThe frequency of a certain hydrological change index value in a natural hydrological situation falling within a flow management target range; f is the ratio of the length of the hydrological series after the implementation of the ecological scheduling scheme to the length of the natural hydrological series; when the absolute value sigma is less than 0.33 and more than or equal to 0, the hydrological rhythm is considered to be consistent; when the absolute value of sigma is more than or equal to 0.33, the hydrological rhythm is considered inconsistent.
4. The method for optimizing the ecological scheduling scheme of the hydraulic and hydroelectric engineering according to claim 3, wherein the range of the mean plus or minus standard deviation of the hydrological indicators, or the range of the hydrological indicator values of 25 percentile and 75 percentile is used as the flow management target range.
5. The optimization method of the ecological scheduling scheme of the water conservancy and hydropower engineering according to claim 1, wherein in the fifth step, the engineering ecological scheduling effect is evaluated in a quantitative-based and qualitative-assisted manner from the four aspects of river physical structure, aquatic ecology, water quality and wading protection targets, and whether the ecological scheduling effect reaches the expectation is analyzed; the evaluation indexes and the evaluation methods of the physical structures of rivers are in accordance with SL/T793-2020 < river and lake health evaluation technical guide >,' aquatic ecology aspect evaluation indexes and evaluation methods in accordance with NB/T10079-.
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