Developmental Research on Cutting a Notch in Deep Borehole for Hydraulic Fracturing with High Speed Waterjets
高速水射流深孔水力压裂切槽开发研究
基本信息
- 批准号:62850111
- 负责人:
- 金额:$ 2.18万
- 依托单位:
- 依托单位国家:日本
- 项目类别:Grant-in-Aid for Developmental Scientific Research
- 财政年份:1987
- 资助国家:日本
- 起止时间:1987 至 1988
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
In order to clarify the applicability of high speed waterjets technology to making a slit in deep borehole for hydraulic fracturing, the testing apparatus was manufactured first to simulate the slot cutting of rock in deep water up to 2000m and then, the effects of various cutting parameters such as driving pressure, standoff distance, nozzle diameter and traverse rate on the depth of cut, the slot width and the specific energy were investigated for Shirakawa welded tuff using the driving pressure up to 100 MPa and flow rate of 80 1/min.The main results obtained in this study are summarized as follows;1) Although the depth of cut rapidly decreases with circumferential water pressure, if finally becomes almost constant at about 10 MPa of water pressure. Maximum depth of cut was 32.2 mm under water pressure of 20 MPa for Shirakawa welded tuff.2) Main cutting mechanism is cavitation errosion for the smaller cavitation number less than 0.05, and for larger cavitation number other mechamisms predominate.3) Empirical formulae on the depth of cut were proposed for both regions where the depth of cut depends on circumferential water pressure and where it is independent of water pressure.4) It is found that there exists an optimum water pressure and optimum standoff distance from the view point of energy consumption.5) The width of slot rapidly increases with water pressure until it reaches almost constant value.6) High speed waterjets can be applied to making a slit in deep borehole for hydraulic fracturing.
In order to clarify the applicability of high speed waterjets technology to making a slit in deep borehole for hydraulic fracturing, the testing apparatus was manufactured first to simulate the slot cutting of rock in deep water up to 2000m and then, the effects of various cutting parameters such as driving pressure, standoff distance, nozzle diameter and traverse rate on the depth of cut, the slot width and the specific energy were investigated for Shirakawa使用高达100 MPa的驱动压力和80 1/min的流量。本研究中获得的主要结果总结如下:1)尽管最终在10 MPA的水压下几乎变为恒定,但切割的深度随着圆周水压的速度迅速降低。 Shirakawa焊接凝灰岩的水压在20 MPa的水压下的最大最大切割深度为32.2毫米。2)主要切割机制是较小的空中数小于0.05的较小的空置数字,而对于较大的空化数量,其他机电症却遭受了偏爱。3)较大的距离较高的距离,该区域的距离是较高的,该区域均依赖于较高的距离,该区域的水平是依赖于水的独立性。发现从能量消耗的角度来看,存在最佳的水压和最佳的隔离距离。5)插槽的宽度随水压迅速增加,直到达到几乎恒定的值。6)高速水夹可以应用于在深井中制造液压分裂的高钻孔。
项目成果
期刊论文数量(18)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
松木浩二,奥村清彦,仲館創: 昭和63年度資源・素材学会東北支部秋季大会研究発表講演要旨集. 1-1 (1988)
Koji Matsuki、Kiyohiko Okumura、Hajime Nakadate:日本资源材料协会 1985 年东北分会秋季会议研究报告摘要集 1-1 (1988)。
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松木浩二、奥村清彦、仲館創: 昭和63年度資源・素材学会東北支部秋季大会研究発表講演要旨集. 1-1 (1988)
Koji Matsuki、Kiyohiko Okumura、Hajime Nakadate:日本资源材料协会 1985 年东北分会秋季会议研究报告摘要集 1-1 (1988)。
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松木浩二、仲館創、奥村清彦: 資源・素材学会誌.
Koji Matsuki、Hajime Nakadate、Kiyohiko Okumura:日本资源材料学会杂志。
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- 影响因子:0
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松木浩二,奥村清彦,仲館創: 平成元年度資源・素材学会春季大会研究発表講演要旨集. (1989)
Koji Matsuki、Kiyohiko Okumura、Hajime Nakadate:日本资源与材料学会 1989 年春季会议研究报告摘要集(1989 年)。
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松木浩二,仲館創,奥村清彦: 資源・素材学会誌.
Koji Matsuki、Hajime Nakadate、Kiyohiko Okumura:日本资源材料学会杂志。
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{{ truncateString('MATSUKI Koji', 18)}}的其他基金
New theory of rock fracture based on interaction between pre-existing
基于预先存在的相互作用的岩石破裂新理论
- 批准号:
23656557 - 财政年份:2011
- 资助金额:
$ 2.18万 - 项目类别:
Grant-in-Aid for Challenging Exploratory Research
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22360377 - 财政年份:2010
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Grant-in-Aid for Scientific Research (B)
Mechanical behavior of a rock fracture and mechanisms for the scale effect
岩石破裂的力学行为和尺度效应机制
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19360402 - 财政年份:2007
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Grant-in-Aid for Scientific Research (B)
Evaluation of permeability of a fracture system under true triaxial compression
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15206098 - 财政年份:2003
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$ 2.18万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
Study on long-term permeability of fracture in rock mass
岩体裂隙长期渗透率研究
- 批准号:
12450411 - 财政年份:2000
- 资助金额:
$ 2.18万 - 项目类别:
Grant-in-Aid for Scientific Research (B)
Development of Downward Compact Conical-ended Borehole Overcoring Method for In-situ Stress Measurement at Great Depth.
开发用于大深度原地应力测量的向下紧凑锥端钻孔超取芯方法。
- 批准号:
09555317 - 财政年份:1997
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$ 2.18万 - 项目类别:
Grant-in-Aid for Scientific Research (B)
A THEORETICAL AND EXPERIMENTAL STUDY FOR ESTIMATING THREE-DIMENSIONAL IN-SITU STRESSES FROM CORE DISCING
估算岩心切割三维原位应力的理论和实验研究
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08405066 - 财政年份:1996
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$ 2.18万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
DEVELOPMENT OF AN IN-SITU WATERJETS SYSTEM FOR PERFORATION
开发用于穿孔的原位水射流系统
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07555323 - 财政年份:1995
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$ 2.18万 - 项目类别:
Grant-in-Aid for Scientific Research (B)
Co-operative research for developing reliable core-based methods for measuring in-situ stresses
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04302052 - 财政年份:1992
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$ 2.18万 - 项目类别:
Grant-in-Aid for Co-operative Research (A)
A Study on the Methods for Measuring In-situ Stresses at Great Depth by Use of Boring Cores
岩心大深度地应力测量方法研究
- 批准号:
02805076 - 财政年份:1990
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$ 2.18万 - 项目类别:
Grant-in-Aid for General Scientific Research (C)
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