Permeameter for in-situ measurement of saturated hydraulic conductivity

Patent metadata

Field	Value
Publication number	US-9274039-B2
Application number	US-201313859774-A
Country	US
Kind code	B2
Filing date	Apr 10, 2013
Priority date	Oct 26, 2012
Publication date	Mar 1, 2016
Grant date	Mar 1, 2016

Abstract

A permeameter for in-situ measurement of saturated hydraulic conductivity is presented. The permeameter includes a chamber fixedly installed into streambed sediment such that the inside of the chamber is filled with a medium, sediment at water-sediment interface. First and second hydraulic head-measuring lines are respectively connected to upper and lower portions of an outer circumferential surface of the chamber, these are designed for measuring a hydraulic head difference of the inside of the chamber. A flexible tube is interconnected the chamber with the storage pipe. A storage pipe is designed to regulate a hydraulic head difference from the chamber and to measure a quantity and a flow rate of water introduced from the chamber under the streambed.

First claim

What is claimed is:

1. A permeameter for in-situ measurement of saturated hydraulic conductivity, comprising: a chamber fixedly installed into a streambed such that the inside of the chamber is filled with sediment, wherein a lower end of the chamber is open; first and second hydraulic head-measuring lines respectively communicatingly connected to upper and lower portions of an outer circumferential surface of the chamber for measuring a hydraulic head difference within the chamber; a storage pipe designed to regulate a hydraulic head difference from the chamber and to measure a quantity and a flow rate of water introduced from the chamber under the streambed; and a connection line which is a flexible tube and whose one end is communicatingly connected to an upper end of the chamber and the other end is communicatingly connected to an outer circumference of the storage pipe such that water flowing through the chamber is introduced into the connection line so that the water finally fills the storage pipe, wherein the storage pipe being installed at a distance from the chamber such that one end of the storage pipe is fixed into the streambed.

2. The permeameter according to claim 1 , wherein the hydraulic head difference between the chamber and the storage pipe is regulated by adjusting the depth of the storage pipe under surface-water surface in the field of a target streambed, such that water flows from the chamber from the lower side toward the upper side and then to the storage pipe, without power.

3. The permeameter according to claim 1 , wherein the precision of measured results on the hydraulic conductivity is verified by selecting one of the three means as follows: (1) a comparison of phased hydraulic conductivities obtained when the depth of the inlet of the storage pipe under the surface water is changed stepwise; (2) checking whether phased hydraulic gradients and Darcy fluxes have a linear functional relationship or not; and (3) checking whether or not a linear gradient of the linear function formed between the phased hydraulic gradients and Darcy fluxes coincides with the hydraulic conductivities checked in the above items (1) and (2).

Assignees

• Korea Inst Geoscience & Minera

Inventors

• Lee Bong Joo

Classifications

• G01N15/0826

  and measuring fluid flow rate, i.e. permeation rate or pressure change · CPC title

• E21B49/00 Primary

  Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells · CPC title

• G01N15/0806

  Details, e.g. sample holders, mounting samples for testing · CPC title

• G01N15/082 Primary

  Investigating permeability by forcing a fluid through a sample · CPC title

• G01N33/246

  for water content · CPC title