PDF(6983 KB)
PDF(6983 KB)
PDF(6983 KB)
基于Copula函数的汉江生态流量定值及水华调控风险
A Copula-based Method for River Ecological Flow Quantification and Algal Bloom Risk Assessment in the Hanjiang River
[Objective] Riverine ecological flow quantification is essential for maintaining riverine ecological health. Traditional methods often overlook the joint risks of hydrological and ecological factors and tend to rely on single-scenario calculations. This study aims to establish a joint risk model based on Copula functions and Bayesian theory to quantify the interdependence between hydrological (flow) and ecological (algal density) factors in the middle and lower reaches of Hanjiang River, thereby achieving scientific quantification of ecological flow under multiple scenarios and providing a basis for early warning and regulation of algal bloom risks in rivers. [Methods] Using flow data from Xiantao station and algal density data from Yuekou cross-section during the 2018 algal bloom outbreak in Hanjiang River,this study first determined the marginal distributions of flow and algal density using the Kolmogorov-Smirnov (K-S) test and Akaike Information Criterion (AIC). The optimal Copula functions were then selected using maximum likelihood estimation and goodness-of-fit test. Finally, a joint distribution model of flow and algal density was established, and the Bayesian conditional probability formula was applied to analyze the probability of algal density exceeding the threshold of algal bloom occurrence under different flow scenarios. The results from Copula functions were compared with those from the Tennant method and Hydrological Inflection-Point (HIP) analysis for validation. [Results] (1) The joint distribution model based on Gaussian Copula function passed the K-S test and effectively captured the significant negative dependence structure between flow and algal density.(2) During the 2018 algal bloom outbreak in Hanjiang River, when the flow exceeded 728.00 m3/s and 1 096.30 m3/s, there was over an 80% probability that algal density would exceed 2 561.10×104 cells/L and 902.93×104 cells/L, respectively. (3) The hydrological inflection point method calculated the initial flow of algal bloom with an error within 100 m3/s, demonstrating higher accuracy than the Tennant method. However, both methods underestimated the overall risk due to their neglect of variable dependency. Through bivariate analysis, the Copula model revealed risk details that traditional methods failed to capture. [Conclusions] (1) The joint risk model based on Copula functions can quantitatively capture the complex dependency between hydrological and ecological factors, overcoming limitations of traditional methods that depend on long-term data and neglect multi-factor interactions. It provides an efficient tool for analyzing ecological flow during a single algal bloom outbreak.(2) The multi-scenario conditional probability analysis demonstrates that risk probabilities of algal density differed significantly across different flow ranges, offering refined flow thresholds for reservoir operations and bloom prevention.(3) In complex hydro-ecological systems, it is necessary to integrate multi-factor models like Copula to avoid risk underestimation. This study provides a new method for multi-factor joint risk evaluation and ecological flow quantification in rivers. Future research can further incorporate multiple variables such as water quality and temperature to establish more complex Copula models, improving prediction accuracy and scenario simulation capabilities.
生态流量 / Copula函数 / 水华暴发 / 多情景水文分析 / 水文生态因子 / 汉江
ecological flow / Copula functions / algal bloom outbreak / multi-scenario hydrological analysis / hydro-ecological factors / Hanjiang River
| [1] |
|
| [2] |
|
| [3] |
|
| [4] |
|
| [5] |
|
| [6] |
|
| [7] |
徐志侠, 王浩, 董增川, 等. 河道与湖泊生态需水理论与实践[M]. 北京: 中国水利水电出版社, 2005.
(
|
| [8] |
|
| [9] |
|
| [10] |
|
| [11] |
|
| [12] |
|
| [13] |
|
| [14] |
|
| [15] |
|
| [16] |
|
| [17] |
|
| [18] |
|
| [19] |
|
| [20] |
崔宝山, 赵翔, 杨志峰, 等. 基于生态水文学原理的湖泊最小生态需水量计算[J]. 生态学报, 2005(7): 1788-95.
(
|
| [21] |
杨志峰, 崔宝山, 刘静玲, 等. 生态环境需水量理论、方法与实践[M]. 北京: 科学出版社, 2003.
(
|
| [22] |
陶洁, 李行, 左其亭, 等. 湖泊生态需水计算方法比较及实例应用[J]. 南水北调与水利科技, 2022, 20(2):365-374.
(
|
| [23] |
|
| [24] |
|
| [25] |
|
| [26] |
|
| [27] |
|
| [28] |
|
| [29] |
|
| [30] |
|
| [31] |
|
| [32] |
|
| [33] |
|
| [34] |
|
| [35] |
|
| [36] |
|
| [37] |
|
| [38] |
|
| [39] |
|
| [40] |
殷大聪, 尹正杰, 杨春花, 等. 控制汉江中下游春季硅藻水华的关键水文阈值及调度策略[J]. 中国水利, 2017(9): 31-34.
(
|
| [41] |
|
| [42] |
|
| [43] |
|
| [44] |
|
| [45] |
李昱燃, 李欣悦, 林莉. 2018年汉江中下游水华现象的思考与建议[J]. 人民长江, 2020, 51(8): 62-66.
(
|
| [46] |
梁媛媛, 孙鹏, 张强. 基于Copula函数的1977—2014年广东省年最大洪峰特征分析[J]. 水利水电技术(中英文), 2022, 53(2): 1-17.
(
|
| [47] |
|
| [48] |
马晓晓. 基于Copula函数的不完全降水序列频率计算方法研究[D]. 杨凌: 西北农林科技大学, 2017.
(
|
| [49] |
|
| [50] |
|
| [51] |
王西琴. 河流生态需水理论、方法与应用[M]. 北京: 中国水利水电出版社, 2007.
(
|
| [52] |
郭利丹, 夏自强, 林虹, 等. 生态径流评价中的Tennant法应用[J]. 生态学报, 2009, 29(4): 1787-1792.
(
|
| [53] |
马川惠, 黄强, 郭爱军. 泾河流域水沙联合分布特征分析及其不确定性评估[J]. 水利学报, 2019, 50(2):273-282.
(
|
| [54] |
李建, 尹炜, 贾海燕, 等. 汉江中下游硅藻水华研究进展与展望[J]. 水生态学杂志, 2020, 41(5):136-144.
(
|
/
| 〈 |
|
〉 |