DEVELOPMENT OF AN IN-SITU WATERJETS SYSTEM FOR PERFORATION

开发用于穿孔的原位水射流系统

基本信息

  • 批准号:
    07555323
  • 负责人:
  • 金额:
    $ 2.3万
  • 依托单位:
  • 依托单位国家:
    日本
  • 项目类别:
    Grant-in-Aid for Scientific Research (B)
  • 财政年份:
    1995
  • 资助国家:
    日本
  • 起止时间:
    1995 至 1996
  • 项目状态:
    已结题

项目摘要

To develop an in-situ perforation system for increasing natural gas production by using high pressure waterjets, laboratory perforation tests on a vinyl chloride casing pipe and measurements of impact pressure were carried out in a pressure vessel. Based upon the test results, an in-situ perforation system was then designed and preliminary in-situ tests were carried out for an injection well in the South Kanto natural gas field.The main results were summarized as follows :1. The perforated area becomes maximum at an ambient pressure of 2 to 3% of the driving pressure. When the standoff distance is increased, the maximum ambient pressure where no perforation occurred decreases and the perforated area increases at low ambient pressures. Horn nozzles are more effective than a conventional straight nozzle. A horn angle of 15゚ performs best both in perforated area and in the maximum ambient pressure.2. Dynamic components of impact pressure play a decisive and direct role in cutting materials under ambient pressure. Under the conditions where waterjets show high performance, the power spectral density of impact pressure has a peak, the frequency of which varies from a few kHz at low ambient pressures to about 23 kHz at high ambient pressures. The dynamic components seems to be related to effective cavitations for cutting materials under ambient pressure. The dynamic characteristic of noises is similar to that of impact pressure, which enables us to detect dynamic impact force during cutting materials by measuring noises outside a pressure vessel.3. Preliminary in-situ tests were conducted successfully. The injectivity of a poor injection well was recovered drastically by perforating the casing pipe with an in-situ waterjets system, which was designed according to the results in this study.
为了研制高压水射流原位射孔增产系统,在压力容器中进行了氯乙烯套管射孔实验和冲击压力测试。在此基础上,设计了现场射孔系统,并在南关东气田某注水井进行了现场初步试验,主要结果如下:1.穿孔面积在环境压力为驱动压力的2%至3%时达到最大。当喷距增加时,未发生穿孔的最大环境压力降低,而在低环境压力下穿孔面积增加。喇叭形喷管比传统的直喷管更有效。15的喇叭角度在穿孔区域和最大环境压力下均表现最佳。2.冲击压力的动态分量在环境压力下切割材料时起着决定性的直接作用。在水射流表现出高性能的条件下,冲击压力的功率谱密度具有峰值,其频率从低环境压力的几kHz到高环境压力的约23 kHz变化。动态分量似乎与在环境压力下切割材料的有效空化有关。噪声的动态特性与冲击压力的动态特性相似,这使得我们可以通过测量压力容器外的噪声来检测材料切削过程中的动态冲击力.初步的现场测试已经成功进行。根据研究结果,设计了一套现场水射流射孔系统,对一口注水能力差的注水井进行了套管射孔,使注水能力得到了大幅度恢复。

项目成果

期刊论文数量(6)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
K.Okumura et al.: "Perforation of vimyl chloride casing pipe with high pressure water jet under high anbient pressure" Proc.The Karean-Japan Jcimt Sympo.on Rock Eag.473-479 (1996)
K.Okumura 等人:“高环境压力下用高压水射流对氯乙烯套管进行穿孔”Proc.The Karean-Japan Jcimt Sympo.on Rock Eag.473-479 (1996)
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奥村清彦 他: "ウォータージェットによる水溶性天然ガス井硬質塩化ビニルケーシングパイプのパ-フォレーションに関する基礎的研究" 石油技術会誌. 61巻・3号. 211-222 (1996)
Kiyohiko Okumura等人:“使用水射流对水溶性天然气井进行硬质氯乙烯套管射孔的基础研究”,日本石油技术学会杂志,第61卷,第3.211-222期( 1996)
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奥村清彦,松木浩二,久米信一: "ウォーターシュットによる水溶性天然ガス♯ケーシングパイプのパ-フォレーションに関する基礎研究" 石油技術協会詩. (発表予定). (1996)
Kiyohiko Okumura、Koji Matsuki、Shinichi Kume:“Waterschut 水溶性天然气套管穿孔的基础研究”日本石油技术协会诗歌(1996 年)。
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    0
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Okumura, K.et al: "A fundamental study on in-situ perforation of a vinyl chloride casing pipe with high pressure water jet" Journal of The Japan Association of Petroleum Technology. 61-3. 211-222 (1996)
Okumura, K.等人:“高压水射流氯乙烯套管原位穿孔的基础研究”日本石油技术协会杂志。
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    0
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奥村清彦他: "ウォータージェットによる水溶性天然ガス井硬質塩化ビニルケーシングパイプのパ-フォレーションに関する基礎的研究" 石油技術会誌. 61巻・3号. 211-222 (1996)
Kiyohiko Okumura 等:“利用水射流对水溶性天然气井进行硬质氯乙烯套管射孔的基础研究”,《日本石油技术学会杂志》,第 61 卷,第 3.211-222 期(1996 年)。 )
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MATSUKI Koji其他文献

MATSUKI Koji的其他文献

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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:
    $ 2.3万
  • 项目类别:
    Grant-in-Aid for Challenging Exploratory Research
High-precision method for monitoring underground storage of carbon dioxide with tiltmeter
利用倾斜仪监测二氧化碳地下储存的高精度方法
  • 批准号:
    22360377
  • 财政年份:
    2010
  • 资助金额:
    $ 2.3万
  • 项目类别:
    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
  • 批准号:
    19360402
  • 财政年份:
    2007
  • 资助金额:
    $ 2.3万
  • 项目类别:
    Grant-in-Aid for Scientific Research (B)
Evaluation of permeability of a fracture system under true triaxial compression
真三轴压缩下裂缝系统渗透率评价
  • 批准号:
    15206098
  • 财政年份:
    2003
  • 资助金额:
    $ 2.3万
  • 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:
    $ 2.3万
  • 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
  • 资助金额:
    $ 2.3万
  • 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
  • 批准号:
    08405066
  • 财政年份:
    1996
  • 资助金额:
    $ 2.3万
  • 项目类别:
    Grant-in-Aid for Scientific Research (A)
Co-operative research for developing reliable core-based methods for measuring in-situ stresses
合作研究开发可靠的基于岩心的地应力测量方法
  • 批准号:
    04302052
  • 财政年份:
    1992
  • 资助金额:
    $ 2.3万
  • 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
  • 资助金额:
    $ 2.3万
  • 项目类别:
    Grant-in-Aid for General Scientific Research (C)
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
  • 批准号:
    62850111
  • 财政年份:
    1987
  • 资助金额:
    $ 2.3万
  • 项目类别:
    Grant-in-Aid for Developmental Scientific Research

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埃及前王朝时期射孔技术的实验研究
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