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首頁 > 標(biāo)準(zhǔn)下載>ASTM D4104-2017 通過對于頂部瞬時(shí)變化的過阻尼井響應(yīng) (沖擊試驗(yàn))測定非滲漏承壓含水層導(dǎo)水系數(shù)的試驗(yàn)方法(分析法) Standard Test Method (Analytical Procedure) for Determining Transmissivity of Nonleaky Confined Aquifers by Overdamped Well Response to Instantaneous Change in Head (Slug Tests)免費(fèi)下載
ASTM D4104-2017 通過對于頂部瞬時(shí)變化的過阻尼井響應(yīng) (沖擊試驗(yàn))測定非滲漏承壓含水層導(dǎo)水系數(shù)的試驗(yàn)方法(分析法) Standard Test Method (Analytical Procedure) for Determining Transmissivity of Nonleaky Confined Aquifers by Overdamped Well Response to Instantaneous Change in Head (Slug Tests) ASTM D4104-2017 通過對于頂部瞬時(shí)變化的過阻尼井響應(yīng) (沖擊試驗(yàn))測定非滲漏承壓含水層導(dǎo)水系數(shù)的試驗(yàn)方法(分析法) Standard Test Method (Analytical Procedure) for Determining Transmissivity of Nonleaky Confined Aquifers by Overdamped Well Response to Instantaneous Change in Head (Slug Tests)

ASTM D4104-2017 通過對于頂部瞬時(shí)變化的過阻尼井響應(yīng) (沖擊試驗(yàn))測定非滲漏承壓含水層導(dǎo)水系數(shù)的試驗(yàn)方法(分析法) Standard Test Method (Analytical Procedure) for Determining Transmissivity of Nonleaky Confined Aquifers by Overdamped Well Response to Instantaneous Change in Head (Slug Tests)

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  • 標(biāo)準(zhǔn)編號:ASTM D4104-2017
  • 標(biāo)準(zhǔn)狀態(tài):現(xiàn)行
  • 更新時(shí)間:2023-09-06
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1.1 This test method covers the determination of transmissivity from the measurement of force-free (overdamped) response of a well-aquifer system to a sudden change of water level in a well. Force-free response of water level in a well to a sudden change in water level is characterized by recovery to initial water level in an approximate exponential manner with negligible inertial effects. 1.2 The analytical procedure in this test method is used in conjunction with the field procedure in Test Method D4044 for collection of test data. 1.3 Limitations—Slug tests are considered to provide an estimate of transmissivity. Although the assumptions of this test method prescribe a fully penetrating well (a well open through the full thickness of the aquifer), the slug test method is commonly conducted using a partially penetrating well. Such a practice may be acceptable for application under conditions in which the aquifer is stratified and horizontal hydraulic conductivity is much greater than vertical hydraulic conductivity. In such a case the test would be considered to be representative of the average hydraulic conductivity of the portion of the aquifer adjacent to the open interval of the well. 1.4 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026. 1.4.1 The procedures used to specify how data are collected/recorded and calculated in the standard are regarded as the industry standard. In addition, they are representative of the significant digits that generally should be retained. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user’s objectives; and it is common practice to increase or reduce significant digits of reported data to be commensurate with these considerations. It is beyond the scope of these test methods to consider significant d

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