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朱文举, 平建华, 侯俊山, 宁艺武, 耿文斌. 安阳市地下水源热泵系统建设水资源管理区划研究[J]. 水文地质工程地质, 2022, 49(1): 200-208. doi: 10.16030/j.cnki.issn.1000-3665.202011003
引用本文: 朱文举, 平建华, 侯俊山, 宁艺武, 耿文斌. 安阳市地下水源热泵系统建设水资源管理区划研究[J]. 水文地质工程地质, 2022, 49(1): 200-208. doi: 10.16030/j.cnki.issn.1000-3665.202011003
shu
ZHU Wenju, PING Jianhua, HOU Junshan, NING Yiwu, GENG Wenbin. A study of the water resources management and division of the groundwater heat pump system construction in Anyang[J]. Hydrogeology & Engineering Geology, 2022, 49(1): 200-208. doi: 10.16030/j.cnki.issn.1000-3665.202011003
Citation: ZHU Wenju, PING Jianhua, HOU Junshan, NING Yiwu, GENG Wenbin. A study of the water resources management and division of the groundwater heat pump system construction in Anyang[J]. Hydrogeology & Engineering Geology, 2022, 49(1): 200-208. doi: 10.16030/j.cnki.issn.1000-3665.202011003
shu

安阳市地下水源热泵系统建设水资源管理区划研究

  • 1.

    郑州大学水利科学与工程学院，河南 郑州　450001

  • 2.

    郑州大学地热与生态地质研究中心，河南 郑州　450001

  • 3.

    安阳市彰武南海水库工程管理局，河南 安阳　455000

  • 基金项目: NSFC-河南人才培养联合基金（U1504404）；河南省科技厅重点攻关项目（122102210101）；河南省教育厅科学技术研究重点项目（12A170009）
详细信息
    作者简介: 朱文举（1993-），男，硕士研究生，主要从事浅层地热能的开发利用研究。E-mail：1534115813@qq.com
    通讯作者: 平建华（1976-），男，博士，教授，主要从事水文地质教学和研究工作。E-mail：pingjianhua@zzu.edu.cn

  • 中图分类号: P641.8；P314.9

A study of the water resources management and division of the groundwater heat pump system construction in Anyang

  • 1.

    School of Water Conservancy Engineering, Zhengzhou University, Zhengzhou, Henan　450001, China

  • 2.

    Geothermal and Ecological Geology Research Center, Zhengzhou University, Zhengzhou, Henan　450001, China

  • 3.

    Anyang City Zhangwu Nanhai Reservoir Engineering Administration, Anyang, Henan　455000, China

More Information

    摘要

  • 为从赋存条件和水资源管理两个层面进行地下水源热泵系统建设的区划研究，实施技术与管理的结合，通过分析水文地质条件、水动力条件和水化学条件，结合水资源管理分区，建立了安阳市地下水源热泵系统水资源管理区划评价体系。采用云模型改进的层次分析法进行了一级评价，在此基础上结合水资源管理分区利用GIS空间分析功能完成二级评价，将研究区地下水源热泵系统划分了3个等级。结果表明：研究区范围内地下水源热泵系统适宜发展区面积为117.45 km2，主要分布在安阳河冲洪积扇扇体中心强富水区，部分分布在扇缘的外围区域；限制发展区面积为459.26 km2，分布在扇缘的西南和北部丘陵弱富水区以及扇体中心的地下水降落漏斗区；禁止发展区面积为24.02 km2，分布在水源地和南水北调保护区以及铁路和高速公路两旁，在研究区交错分布。在适宜性分区的基础上结合水资源管理的区划研究更全面合理，可为地下水源热泵系统科学布局及合理的开发利用提供参考。

    Considering the occurrence condition and water resources management, this paper studies the zoning of the groundwater heat pump system in the city of Anyang in Henan, makes the combination of technology and management and improves the evaluation standard, which is of more practicability. The evaluation of groundwater resources management and division is established by synthetically analyzing the hydrogeological, hydrodynamic and hydrochemical conditions of Anyang. The first-level evaluation is carried out by using the improved analytic hierarchy process of cloud model. The second-level evaluation is completed by using GIS spatial analysis function, dividing the groundwater heat pump system into three grades in the study area. The results show that the suitable development area for the groundwater heat pump system is 117.45 km2, which mainly distributes in the strong groundwater-abundant area in the center of the alluvial-proluvial fan of the Anyang River and partially distributes in the peripheral area at the fan edge. The restricted development area covers an area of 459.26 km2, which distributes in the hilly weak groundwater-abundant areas in southwest and north of the fan margin with the groundwater level drawdown funnel in the center of the fan body. The forbidden development area is of 24.02 km2 and distributes crossly, covering the water source area, the protected area of the South-to-North Water Transfer Project, along the railway and expressway. It is more comprehensive and reasonable to take the groundwater resources management and division into account on the basis of the suitability zoning, which may provide references for the scientific layout and rational development and utilization of the groundwater heat pump system.

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  • 图 1  研究区位置与采样点分布

    Figure 1. 

    下载: 全尺寸图片 幻灯片

    图 2  地下水源热泵系统水资源管理区划评价结构

    Figure 2. 

    下载: 全尺寸图片 幻灯片

    图 3  安阳市地下水源热泵系统水资源管理区划

    Figure 3. 

    下载: 全尺寸图片 幻灯片

    表 1  研究区适宜性分区指标基本特征

    Table 1.  Basic characteristics of the suitability zoning index of the study area

    水文地质条件编号富水性/( m3·d−1)单井回灌率/%含水层厚度
    /m    		编号富水性/(m3·d−1)单井回灌率/%含水层厚度/m
    Z151854.4419Z4511275.1136
    Z267744.6517Z575665.7142
    Z3523291.7438Z6173565.5645
    水化学条件编号水化学类型硬度
    /( mg·L−1)    		溶解性总固体
    /(mg·L−1)    		编号水化学类型硬度
    /( mg·L−1)    		溶解性总固体
    /(mg·L−1)
    X1HCO3—Mg·Ca 583.51070X13HCO3·Cl—Ca620.51120
    X2HCO3·Cl—Ca 555.5 870X14HCO3—Ca540.0 900
    X3HCO3—Ca 441.0 760X15HCO3·SO4—Ca548.5 910
    X4SO4—Na 200.01150X16HCO3—Ca447.5 740
    X5HCO3—Ca 696.51160X17HCO3—Ca392.0 640
    X6HCO3—Ca 286.5 480X18HCO3·SO4—Ca499.5 780
    X7HCO3—Ca 549.0 930X19SO4·HCO3—Ca419.5 700
    X8Cl·SO4—Ca1175.51800X20HCO3—Ca348.5 590
    X9HCO3·Cl—Ca 768.01380X21HCO3·Cl—Ca691.51190
    X10HCO3—Ca·Mg 318.5 550X22HCO3·SO4—Ca596.51010
    X11HCO3—Ca 340.5 580X23HCO3·SO4—Ca548.5 910
    X12SO4·Cl—Ca 604.51230
    水动力条件编号地下水位
    埋深/m    		地下水位
    年变幅/m    		编号地下水位
    埋深/m    		地下水位
    年变幅/m    		编号地下水位
    埋深/m    		地下水位
    年变幅/m    		编号地下水位
    埋深/m    		地下水位
    年变幅/m
    Y125.75−0.13Y910.02 0.97Y17 4.68−0.07Y2561.00 3.28
    Y214.60−1.30Y1012.30 0.50Y18 3.00 0.18Y2620.10 1.60
    Y313.26−0.31Y11 5.37 0.49Y1910.96 1.16Y2715.25 0.47
    Y419.24−1.02Y12 3.40−0.43Y2026.28 0.92Y2817.48 1.03
    Y524.05−3.69Y13 6.23 1.45Y2130.64−0.19Y2914.19−0.37
    Y625.80−0.30Y14 3.31−0.74Y2230.70 0.50Y3012.72−0.28
    Y713.23 2.23Y15 4.14 0.09Y2344.32 1.22Y3112.20−0.90
    Y810.12 0.05Y16 4.76−1.19Y2436.98−2.97Y32 9.09 0.87
    下载: 导出CSV

    表 2  云模型重要性标度定义

    Table 2.  Definition of the importance scale of cloud model

    标度含义
    C1（1，0.707，0.118），Ex1=1两因素相比，要素i和j具有
    同等重要性
    C3（3，0.707，0.118），Ex3=3两因素相比，要素i和j具有
    稍微重要性
    C5（5，0.707，0.118），Ex5=5两因素相比，要素i和j具有
    明显重要性
    C7（7，0.707，0.118），Ex7=7两因素相比，要素i和j具有
    强烈重要性
    C9（9，0.707，0.118），Ex9=9两因素相比，要素i和j具有
    极端重要性
    C2（2，0.437，0.073），Ex2=2上述相邻重要性的中值
    C4（4，0.437，0.073），Ex4=4
    C6（6，0.437，0.073），Ex6=6
    C8（8，0.437，0.073），Ex8=8
    下载: 导出CSV

    表 3  云模型改进层次分析法的权重计算结果

    Table 3.  Weight calculation results of the cloud model improved AHP

    属性层权重计算要素层权重计算合成权重传统的权重计算
    ExEnHeExEnHeExEnHe专家1专家2
    水文地质条件0.6270.6110.613富水性0.5630.5560.5600.3530.3400.3430.2070.349
    回灌率0.3060.3150.3140.1920.1920.1920.3610.124
    含水层厚度0.1310.1290.1260.0820.0790.0770.0800.066
    水动力条件0.2380.2460.245地下水位埋深0.6880.6880.8740.1640.1690.2140.1530.260
    地下水位年变幅0.3130.3130.1260.0740.0770.0310.0770.130
    水化学条件0.1350.1430.142水化学类型0.5460.5440.5470.0740.0780.0780.0660.038
    硬度0.2880.2850.2870.0390.0410.0410.0360.012
    溶解性总固体0.1660.1710.1660.0220.0240.0240.0200.021
    下载: 导出CSV

    表 4  指标赋分分级

    Table 4.  Index scoring

    项目分级赋值
    富水性/(m3·d−1)(0,500)1
    [500,1000]3
    (1000,3000]6
    (3000,6000)9
    回灌率/%(0,50)4
    [50,75]6
    (75,100)9
    含水层厚度/m(0,10)3
    [10,30]5
    (30,50)8
    地下水位埋深/m(0,5)1
    [5,10]5
    (10,15]7
    (15,100)9
    地下水位年变幅/m(−5,−1.5)3
    [−1.5,−0.8]6
    (−0.8,5)8
    水化学类型HCO3—Ca8
    HCO3·Cl—Ca6
    HCO3·SO4—Ca5
    Cl·SO4—Ca3
    硬度/(mg·L−1)(0,200)7
    [200,450]4
    (450,1500)2
    溶解性总固体/(mg·L−1)(0,500)9
    [500,1000]7
    (1000, 2 000)4
    下载: 导出CSV
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收稿日期:  2020-11-03
修回日期:  2021-06-10
刊出日期:  2022-01-15

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