Geoscience ›› 2011, Vol. 25 ›› Issue (2): 363-369.
• Water Resource and Environment • Previous Articles Next Articles
ZHAO Jing-Bo,ZHOU Xun,FANG Bin,LIU Dong-Lin
Online:
Published:
Abstract:
The wellhead temperature of part of deep geothermal wells in Tianjin in the pumping process is higher than the water temperature before pumping and the density of thermal water decreases, which result in the dynamic water level higher than the static water level prior to pumping. In this paper, the conversion formula of well bottom pressure is adopted to analyze the measured data and a laboratory test is established to simulate the regular pattern of water level of a thermal well. The dynamic water level and static water level can approximately be calculated according to the average well bottom pressure during pumping and the stopping pumping conditions last year. The results show that in pumping condition the well bottom pressure is smaller than that prior to pumping and the water level is mainly affected by the number of geothermal wells, the calculating formula of the well bottom pressure, geological structure, geothermal injection and other factors. In the first stage the experiment shows that in the well bottom water temperature and wellhead temperature change linearly. Well bottom pressure and the average density are negatively correlated. In the third stage well bottom pressure and the average density are also negatively correlated. In the second stage bottom hole temperature changes very little, the bottom hole pressure remains almost unchanged. Therefore, according to the pressure the dynamic water level of different wellhead temperature can be predicted.
Key words: dynamic water level, well bottom pressure, fitting of water level, thermal groundwater, Tianjin
CLC Number:
P332.6
P641
ZHAO Jing-Bo,ZHOU Xun,FANG Bin,LIU Dong-Lin. Dynamic Features in Deep Geothermal Wells in Tianjin Area[J]. Geoscience, 2011, 25(2): 363-369.
0 / / Recommend
Add to citation manager EndNote|Ris|BibTeX
URL: https://www.geoscience.net.cn/EN/
https://www.geoscience.net.cn/EN/Y2011/V25/I2/363
[1]高新宇,范伯元,张宏光,等. 浅层地温能开发利用对地质环境影响程度的探索性研究 [J]. 现代地质,2009, 23(6):1185-1194. [2]国土资源标准化委员会. 浅层地热能勘查评价技术规范(征求意见第二稿) [S].2007. [3]李奉翠, 刘海成, 丛晓春.地下水源热泵含水层热量运移数值模拟 [J].人民黄河,2009,31(12):51-59. [4]王明育,马捷,万曼影. 地下含水层储能两阶段热量运移数值模型研究 [J]. 吉林大学学报:地球科学版, 2004, 34(4):576-580. [5]王锦国,周志芳,金忠青.地下水热量运移模拟的BEM-FAM耦合法 [J]. 水利学报, 2001 (5):71-76. [6]张远东,魏加华,李宇, 等.地下水源热泵采能的水-热耦合数值模拟 [J]. 天津大学学报,2006, 39(8): 907-912. [7]辛长征,朱颖心.深井回灌式水源热泵井群运行的地下含水层传、蓄热性能模拟研究 [M]//全国暖通空调制冷2002年学术文集委员会. 全国暖通空调制冷2002年学术文集.北京:中国建筑工业出版社,2002:1-406. [8] 贝尔J. 多孔介质流体力学 [M]. 李竞生,陈崇希,译. 北京:中国建筑工业出版社, 1983:1-620. [9]河北省地质局水文地质四大队. 水文地质手册 [M]. 北京:地质出版社,1978:1-56. [10] Chiasson Andrew D. Advances in modeling of groundsource heat pump systems [D]. Stillwater: Oklahoma State University,1999:1-39. [11]伍德里奇 J M. 计量经济学导论 [M]. 费剑平,译. 北京:中国人民大学出版社,2007:1-828. [12]刘立才,王金生,张霓.北京城市规划区水源热泵系统应用适宜性分区 [J]. 水文地质工程地质,2006(6):15-17. [13] 周训.海岸带咸淡水界面位置确定方法的介绍 [J].现代地质,2008,22(1):123-127.