Electrical indicators
    81.
    发明授权
    Electrical indicators 失效
    电气指标

    公开(公告)号:US3979667A

    公开(公告)日:1976-09-07

    申请号:US532672

    申请日:1974-12-13

    Inventor: Nigel W. Cornes

    Abstract: A domestic soil-moisture indicator of the kind including a probe comprising a pair of electrodes with spaced ends for insertion in the soil whereby the resistance of the conductive path established between them by the soil to be tested varies in resistance with the moisture of the soil. The improvement comprises a control circuit responsive to the value of the variable resistance and including a pair of light-emitting devices, connected in such a way that the total power between them is substantially constant and, at one end of the scale of value of the variable resistance, one device is fully on and the other is off, while at the other end of the scale the one device is off and the other is fully on, the brightness of the two devices varying between these extremes for intermediate values. The light-emitting devices are preferably light-emitting diodes each of which is connected in series with one of a complementary pair of emitter-following transistors connected to the division point of a potential divider consisting of the variable soil resistance and a fixed resistance connected in series with one another across the source of supply.

    Abstract translation: 一种家用土壤湿度指示器,包括一个探头,包括一对电极,间隔开的端部用于插入土壤中,由此被测试土壤在其间建立的导电路径的阻力随着土壤湿度的变化而变化 。 该改进包括响应于可变电阻的值的控制电路,并且包括一对发光装置,其以这样的方式连接,使得它们之间的总功率基本上是恒定的,并且在该值的一端 可变电阻,一个装置完全打开,另一个装置关闭,而在刻度的另一端,一个装置关闭,另一个装置完全打开,两个装置的亮度在这些极值之间变化,用于中间值。 发光装置优选是发光二极管,每个发光二极管与互连的一对发射极跟随晶体管串联连接,所述互补的一对发射极跟随晶体管连接到由可变的电阻构成的电位分配器的分割点和连接到 在供应来源上相互串联。

    Tensiometer for soil moisture measurement
    82.
    发明授权
    Tensiometer for soil moisture measurement 失效
    用于土壤水分测量的张力计

    公开(公告)号:US3898872A

    公开(公告)日:1975-08-12

    申请号:US40817473

    申请日:1973-10-19

    CPC classification number: G01N33/246

    Abstract: A tensiometer for measuring the moisture content of soil, including a water-filled tube and a reservoir and valve assembly for removing entrapped air from the tube and replacing it with water from the reservoir. An exit passage between the reservoir and the tube is normally sealed by a valve closure on a hollow valve stem. As the stem and closure are moved to an open position, water is drawn through the exit passage to replace most of the air in the tube, and is also pumped into the tube through the hollow valve stem, by means of a plunger moving within a pump chamber in the reservoir. The pumped water sweeps air bubbles from the walls of the tube, and, as the valve stem and closure return to a closed position, water and any remaining air bubbles are drawn out through the hollow valve stem, the exit passage being resealed without application of positive pressure to the water in the tube.

    Abstract translation: 用于测量土壤含水量的张力计,包括充水管和储存器和阀组件,用于从管中除去夹带的空气并用水替代储存器。 储存器和管之间的出口通道通常由中空阀杆上的阀盖密封。 当杆和闭合件移动到打开位置时,水被抽出通过出口通道以替换管中的大部分空气,并且还通过柱塞在中空阀杆内泵送进入管中 水箱中的泵室。 泵送的水从管壁吹扫气泡,并且当阀杆和盖子返回到关闭位置时,水和任何剩余的气泡通过中空阀杆被抽出,出口通道被重新密封,而不应用 对管中的水的正压力。

    ANALYSIS OF RELEASE-RESISTANT WATER IN MATERIALS AND RELATED DEVICES AND METHODS

    公开(公告)号:US20240345059A1

    公开(公告)日:2024-10-17

    申请号:US18751277

    申请日:2024-06-23

    Applicant: MICHAEL SMITH

    Inventor: MICHAEL SMITH

    CPC classification number: G01N33/246 E21B49/081 G01L9/0095 G01N1/286

    Abstract: Provided herein are new methods of analyzing release-resistant water in materials, such as geologic materials. The methods of the invention typically comprise removal of extraneous water, e.g., by drying, preparing the material for the release of release-resistant water (e.g., by crushing the material, but typically not so greatly as to cause the release of fluid from hermetically sealed components, such as fluid inclusions), and then analyzing the amount of release-resistant water in the sample, either directly in-situ or by the additional step of extracting the release-resistant water and measuring the extraction. The invention also provides new devices and/or systems useful in the performance of such methods.

    Analysis of release-resistant water in materials and related devices and methods

    公开(公告)号:US12055534B2

    公开(公告)日:2024-08-06

    申请号:US17374912

    申请日:2021-07-13

    Inventor: Michael P. Smith

    CPC classification number: G01N33/246 E21B49/081 G01L9/0095 G01N1/286

    Abstract: Provided herein are new methods of analyzing release-resistant water in materials, such as geologic materials. The methods of the invention typically comprise removal of extraneous water, e.g., by drying, preparing the material for the release of release-resistant water (e.g., by crushing the material, but typically not so greatly as to cause the release of fluid from hermetically sealed components, such as fluid inclusions), and then analyzing the amount of release-resistant water in the sample, either directly in-situ or by the additional step of extracting the release-resistant water and measuring the extraction. The invention also provides new devices and/or systems useful in the performance of such methods.

    METHOD FOR QUICKLY ACQUIRING SOIL HYDRAULIC PROPERTIES IN SITU BASED ON PONDED INFILTRATION EXPERIMENT

    公开(公告)号:US20240183838A1

    公开(公告)日:2024-06-06

    申请号:US18242011

    申请日:2023-09-05

    CPC classification number: G01N33/246 G01N2033/245

    Abstract: A method for quickly acquiring soil hydraulic properties in situ based on a ponded infiltration experiment is provided. The method adopts a novel derivation method, and is based on a Richards' equation and a Brooks-Corey model to derive an analytical solution that accurately describes one-dimensional infiltration into homogeneous soil under ponded conditions. The method, for the first time, provides a detailed description of a developing saturated zone in the soil water profile, which is the most vital infiltration characteristic during ponded infiltration. The method proposes an optimized estimation method for parameters based on an inverse process of the analytical solution. The method can quickly acquire soil hydraulic properties in situ field by measuring a cumulative infiltration amount and a length of a wetting front over time during one-dimensional ponded infiltration experiment through a time-domain reflectometer (TDR).

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