Inhibiting the Champagne Effect in Hydrostatically Compensated CAES Systems

    公开(公告)号:US20240218885A1

    公开(公告)日:2024-07-04

    申请号:US18557477

    申请日:2022-04-28

    申请人: Hydrostor Inc.

    摘要: A method of operating a hydrostatically compensated compressed air energy storage system comprising to inhibit champagne effect conditions, can include charging the system; changing the system into a storage mode; and before a dissolved gas concentration in a layer of compensation liquid exceeds a champagne effect saturation threshold, operating the system in a dilution cycle mode that can include i) discharging at least a portion of the compressed air from the accumulator thereby drawing additional compensation liquid having a lower dissolved gas concentration than the liquid in the layer of compensation liquid into the accumulator, and ii) re-charging the system by conveying additional compressed air into the layer of compressed air in the accumulator thereby displacing a corresponding amount of compensation liquid from the layer of compensation liquid into a compensation liquid flow path and returning the system to the storage mode.

    Method for detecting leakage in an underground hydrocarbon storage cavern

    公开(公告)号:US09975701B2

    公开(公告)日:2018-05-22

    申请号:US14696387

    申请日:2015-04-25

    申请人: James N. McCoy

    发明人: James N. McCoy

    IPC分类号: B65G5/00 G01M3/26 E21B47/10

    摘要: Underground storage caverns are used for the bulk storage of hydrocarbon liquids, such as crude oil and gases. The caverns are typically formed in salt formations by dissolving the salt and removing it with a flow of water. The cavern is accessed through a bore hole which has casing and internal tubing with an annulus between the casing and tubing. Some cavern bore holes may have casing, but no tubing. The cavern typically has hydrocarbon liquid above brine with an inert gas above the hydrocarbon liquid. In order to use the cavern, and periodically check it for physical integrity, it is necessary to test the cavern to determine if there is leakage from the cavern or the bore hole. The interface of the hydrocarbon liquid and overriding gas is moved downward by injecting gas into the annulus. Acoustic pulses are sent down the annulus through the gas to determine when the interface is located just below the end of the casing in the top of the cavern chimney (a reference level) by examining the return reflection pulse from the interface for a polarity inversion. When this is detected, a measured volume of gas is injected into the annulus. After a waiting period, the gas is released from the annulus and measured until the interface is detected by acoustic pulses to again be at the reference level. The volumes of injected gas and released gas are compared to determine if there has been leakage from the cavern. Alternative, the interface can be driven by gas pressure from the surface down to the casing bottom and back to the surface with gas volumes detecting leakage.

    Design and Process to Collect Urban Storm Drainage for Commercial and Residential Use

    公开(公告)号:US20170335549A1

    公开(公告)日:2017-11-23

    申请号:US15157386

    申请日:2016-05-17

    IPC分类号: E03B3/02 E01C11/24 B65G5/00

    CPC分类号: E03B3/02 B65G5/00 Y02A20/108

    摘要: A process and method of collecting, storing and utilizing the water that enters urban storm drainage systems for the purpose of utilization and reuse. Step 1 is the existing urban storm water system in an urban area. Step 2 in this process and method that store the urban storm water also serve to provide initial levels of treatment. At Step 3 is where water is diverted based on commercial versus residential water needs. Step 4.a is where water enters commercial facilities and is treated according to each commercial consumer's needs. Step 4.b is where both treated commercial waste water and water from Step 2 can be stored in subsurface geology, where some water quality treatment will occur. At Step 4, commercial facilities may also extract water for reuse. Treatment for human consumption at Step 5 would be decided by relevant government laws and regulations. This process and method has been designed to collect, store and allow for the utilization of urban storm water for the purpose of keeping polluted urban storm water out of naturally occurring bodies of water, reduce or eliminate the extraction of water from natural sources, which helps restore and maintain a healthy ecosystem. Example calculations show that in Mumbai, India, the average yearly amount of water that enters the urban storm system is greater than the combined annual average of potable and industrial needs for the city of Mumbai. In other cities, average annual precipitation that enters the urban storm drainage system of many cities provides at least half of the combined annual average of potable and industrial water needs.