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丽江黑龙潭泉群修复中地下水位作为补水控制信号的研究与应用OA北大核心CSTPCD

Research and application of groundwater level as a water replenishment control signal in the restoration of Lijiang Heilongtan spring group

中文摘要英文摘要

文章以丽江黑龙潭为例,研究岩溶地区泉水修复补水控制过程.基于九子海洼地为黑龙潭泉群主要补给来源这一基本判断,从宏观的地形地貌、地层岩性、地质构造、岩溶现象和地下水位动态变化规律入手,首先明确拟采用作为补水控制信号的水文观测井与目标泉群属于同一地下水系统,而后分析观测井地下水位变化规律与目标泉群流量变化规律具有良好的相关性,可作为补水控制井.通过泉群目标状态的拟定—对应补水控制井水位—考虑补水过程提前量时间—修正补水控制井水位这一过程,确定考虑补水时间过程的补水控制井信号水位为2 409.41 m,最终实现对观测井水位数据为控制信号的补水过程的实时精准控制.

The paper takes Heilongtan in Lijiang as an example to study the recharge control process of spring water restoration in the karst area.Despite much work on Heilongtan in the previous period,there still exist problems in terms of the spring water restoration of Heilongtan,such as difficulties of detecting recharge sources and of controlling the recharge time,and the high cost of constructing recharge channels.On the basis of the groundwater system theory,and the spatial geographic information and geologic information of Heilongtan spring system,this paper aims to study the restoration of Heilongtan spring group,which may provide a scientific basis for the restoration of karst springs and environmental protection. The Lijiang area,where the study area is located,belongs to the low-latitude plateau monsoon climate zone,with unique mountain monsoon climate characteristics,distinct dry and wet seasons,and significant vertical climate changes,but slight seasonal variations in temperature.Because the Lijiang area is surrounded by the Jinsha River in the west,north and east,deep-cut canyons and a peninsula-like mountainous area protruding northward have been developed.With an elevation of about 2,400 m,a width of 4-5 km from east to west and a length of 32 km from north to south,the Lijiang Basin—a long and narrow mountainous basin—is located in the southern part of the Lijiang Peninsula.The study area is located in the northeast side of the mountainous area of Lijiang Basin,and the Heilongtan spring group is located in the southwest corner of the study area at the foot of Xiangshan hill in the north of the Lijiang ancient city at the east of Lijiang Basin.The study area generally belongs to the alpine mountainous terrain in the dissolution fault block,and the karst in this area is developed.Based on three-dimensional data on basic geological conditions,karst hydrogeological conditions,and characteristics of water balance,seepage field,temperature field,chemical field,etc.,connection tests have been conducted to verify that there are two karst groundwater flow systems in the north and south of the study area:Jiuzihai-Lijiangba karst groundwater flow system(Ⅰ)and Hongshuitang-Bailanghua karst groundwater flow system(Ⅱ).There is no hydraulic connection between these two systems.The Jiuzhihai-Lijiangba karst water flow system(Ⅰ)can be laterally divided into the karst water flow subsystem of Heilongtan spring basin(Ⅰ-1),the karst water flow subsystem of Qingxi spring basin(Ⅰ-2),and the decentralized groundwater flow system of eastern spring group(Ⅰ-3).These three karst water flow subsystems are self-contained in terms of recharge-runoff-discharge conditions,with weak hydraulic connection,and there is no hydraulic connection between the Jiuzihai recharge area and the Qingxi spring basin and the eastern spring group. Many discharge points in the Heilongtan spring group result to the difficulty in flow observation.At present,only monthly average flow values with low accuracy have been obtained but not in real time;consequently,it is difficult for us to realize the real-time and accurate control of the spring recharge process.Moreover,when the Heilongtan spring group dry up,it is even impossible for us to control the recharge process through the flow data.The observation values of water level per minute in a hydrological observation well near the Heilongtan spring group and the qualitative analysis of geological structure indicate that the hydrological observation well and the spring group are located in the same karst groundwater system.In addition,the high correlation coefficient of 0.8813 between the water level of the hydrological observation well and the flow of the Heilongtan spring group,indicating that it is possible to control the water level of the Heilongtan spring group through the regulation of water level of the hydrological observation well. The Heilongtan spring group consists of four main springs,namely,Lieshimu spring,Wufenglou spring,Zhenzhu spring and Wanshousi spring,and the elevation of each spring is slightly different.The landscape of Heilongtan Park can meet the requirement only if the flow of these four springs is maintained.According to the monitoring data of the Heilongtan spring group,when all of these four springs flow,the overall flow of the Heilongtan spring group is 1.00 m3.s-1,which is also the target flow rate for spring restoration.Based on the actual flow and its change trend of springs,two conditions can be determined:water maintenance and recharge when water is in shortage.Under the condition of water maintenance,the signal of replenishing water should be firstly determined,during which predictors needs to be set given the time of water replenishment.Then,an inversion can be conducted to obtain the water level of hydrological observation well and the flow of the Heilongtan spring group,based on the time when groundwater flows from Jiuzihai to the Heilongtan spring group.When the water level of hydrological observation well drops to 2,409.41 m or the spring flow reduces to 1.27 m3·s-1,the spring water in Jiuzhihai recharge area should be recharged,with water flow of 2.08-2.35 m3·s-1,and the recharge can be lasted to the next flood season in which the rainfall and water discharge achieve an equilibrium again and Jiuzihai is restored.Under the state condition of replenishment when water is in shortage,the spring water in Jiuzhihai recharge area needs to be recharged with the maximum flow rate(greater than the minimum flow rate of recharge),so that the spring flow rate can reach 1.00 m3·s-1 as soon as possible.Then,the spring water can be recharged with a flow rate of 2.08 m3·s-1,so that the groundwater recharge and discharge keep balanced and the spring flow rate maintains 1.00 m3·s-1.The replenishment can be lasted to the next flood season,in which the rainfall and discharge achieve an equilibrium again and the Jiuzhihai is restored for the next recharge. In summary,in order to determine the signal of control well given the time of water recharge and finally carry out the accurate and real-time water recharge based on the water level of observation well as the control signal,the following steps should be completed:formulating the target state of the spring group,corresponding to the water level of replenishment control well,considering the time predictor in the recharge process,and correcting the water level of control well.

韩啸;王森林;贺睿;郑克勋

中国电建集团贵阳勘测设计研究院有限公司,贵州贵阳 550081

地质学

岩溶大泉补水地下水系统地下水位信号过程控制

large karst springwater replenishmentgroundwater systemgroundwater levelsignalcontrol process

《中国岩溶》 2024 (002)

302-313 / 12

贵州省科技支撑计划"岩溶洼地建库地下水气作用机理及工程灾变防控关键技术研究(黔科合支撑[2022]一般212)";贵州省科技计划项目"山地型压缩空气储能地下储气库建设关键技术(黔科合平台人才[2021]5635号)"

10.11932/karst2024y007

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