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    • 81. 发明授权
    • Closed cryogenic barrier for containment of hazardous material migration
in the earth
    • 封闭低温屏障,用于遏制地球中有害物质迁移
    • US4974425A
    • 1990-12-04
    • US392941
    • 1989-08-16
    • Ronald K. KriegJohn A. Drumheller
    • Ronald K. KriegJohn A. Drumheller
    • G21F9/36B09B1/00B65G5/00E02D3/115E02D31/00F25D3/00
    • E02D31/00E02D3/115
    • A method and system is disclosed for reversibly establishing a closed, flow-impervious cryogenic barrier about a predetermined volume extending downward from a containment site on the surface of the Earth. An array of barrier boreholes extend downward from spaced apart locations on the periphery of the containment site. A flow of a refrigent medium is established in the barrier boreholes whereby water in the portions of the Earth adjacent to the barrier boreholes freezes to established ice columns extending radially about the boreholes. The lateral separations of the boreholes and the radii of the ice columns are selected so that adjacent ice columns overlap. The overlapping ice columns collectively establish a closed, flow-impervious barrier about the predetermined volume underlying the containment site. The system may detect and correct potential breaches due to thermal, geophysical, or chemical invasions.
    • 公开了一种方法和系统,用于从地球表面上的容纳部位向下延伸的预定体积可逆地建立封闭的不透流体的低温屏障。 阻挡钻孔阵列从容纳部位周边的间隔开的位置向下延伸。 在障碍钻孔中建立了一种适应介质的流动,其中与隔壁钻孔相邻的地球部分中的水冻结成围绕钻孔径向延伸的已建立的冰柱。 选择钻孔的横向分离和冰柱的半径,使得相邻的冰柱重叠。 重叠的冰柱共同建立围绕安全壳位置下方的预定体积的封闭的不透水屏障。 该系统可以检测和纠正由于热,地球物理或化学侵入引起的潜在违规行为。
    • 82. 发明授权
    • Landfill leachate collection and leak detection sump system
    • 垃圾渗滤液收集和泄漏检测池系统
    • US4810131A
    • 1989-03-07
    • US205134
    • 1988-06-10
    • Dennis M. Turner
    • Dennis M. Turner
    • B09B1/00E02B3/16B65G5/00E02D31/00
    • E02B3/16B09B1/00
    • A landfill leachate collection and removal system in combination with a leachate and leakage detection system has been developed which includes a leachate collection sump intended to receive all of the rain which falls within the confines of the landfill. This rainfall may flow across the landfill floor to a sump or it may "leach" downward through waste into a drainage media and on to the sump. Further downward percolation of water is prevented by a first liner. The landfill system includes a leak detection sump system, intended to collect only that leachate which passes or leaks through the first liner. Both the collection and detection sumps are fabricated for examples, from high density polyethylene. Both sumps are perforated at definite elevations and both sumps rest in a concrete basin. A second liner lies between the sump bottoms and the concrete basin and the first liner is preferably welded to flanges on the sumps.
    • 已经开发了一种垃圾渗滤液收集和清除系统,与渗滤液和泄漏检测系统相结合,包括渗滤液收集池,用于接收落入垃圾填埋场范围内的所有雨水。 这种降雨可能会流经垃圾填埋场地面的水槽,或者可能会通过废物向下渗入排水介质和水槽。 通过第一衬垫防止水的进一步向下渗透。 垃圾填埋系统包括泄漏检测池系统,用于仅收集通过或渗透第一衬管的渗滤液。 收集和检测池都是由高密度聚乙烯制成的。 两个水池在确定的海拔处穿孔,两个水池都在混凝土盆地中。 第二衬垫位于贮槽底部和混凝土盆之间,并且第一衬垫优选地焊接在水槽上的凸缘上。
    • 84. 发明授权
    • Sealing screen for waste dumps
    • 垃圾场密封屏
    • US4753551A
    • 1988-06-28
    • US930402
    • 1986-12-18
    • Heinrich BrueggemannManfred HerzhauserGottfried KochendoerferKlaus Krubasik
    • Heinrich BrueggemannManfred HerzhauserGottfried KochendoerferKlaus Krubasik
    • B09B1/00E02D31/00E02B3/16B09B5/00B65G5/00
    • E02D31/004B09B1/00
    • A sealing screen for waste dumps, e.g., for garbage dumps and the like, consisting of protective impermeable layers. The layers include two sealing layers and a control filter layer that is interposed between sealing layers. Two piping systems, an injection line and a second line system, are arranged within the control filter layer. The sealing screen has individual areas which are partitioned off from each other by means of sealing connections between and perpendicular to the sealing layers. A collector shaft or a tunnel are provided for checking the seal integrity in each individual area. A drainage layer with a drainage line system is arranged above the top protective layer, and a sealing layer is provided for protection above the drainage layer against damage from the dumping of waste into the dump. In the event that the seal fails in a particular area, the control filter layer is filled with a hardening and sealing material via the pipes of the injection line for that area, with the result that the integrity of the seal is reestablished.
    • PCT No.PCT / DE86 / 00058 Sec。 371日期1986年12月18日第 102(e)1986年12月18日日期PCT提交1986年2月17日PCT公布。 出版物WO86 / 04943 日期1986年8月28日。用于垃圾场的密封屏幕,例如用于垃圾场等的,由防护性不透水层组成的密封屏。 这些层包括两个密封层和介于密封层之间的控制过滤层。 两个管道系统,一个注入管线和一个第二管路系统,布置在控制过滤层内。 密封屏具有通过密封层之间的密封连接并且垂直于密封层彼此分离的各个区域。 提供收集器轴或隧道用于检查每个单独区域中的密封完整性。 排水系统排水层设置在顶部保护层的上方,并设有密封层,用于保护排水层以上,防止废物倾倒入垃圾场。 在密封件在特定区域发生故障的情况下,控制过滤层通过该区域注射管道的管道填充硬化和密封材料,从而重新建立密封件的完整性。
    • 88. 发明授权
    • Method for constructing in rock storage locations for liquid products,
for example oil products
    • 用于在液体产品例如石油产品的岩石储存地点建造的方法
    • US4474506A
    • 1984-10-02
    • US491323
    • 1983-04-07
    • Ivar K. Sagefors
    • Ivar K. Sagefors
    • B65G5/00E21C41/16E21D20060101E21D13/00E21D13/02E21F17/16
    • E21F17/16B65G5/00E21D13/00
    • Method for constructing a liquid-product storage location in rock formations, said location comprising a first cavity, and a plurality of second cavities located outside the first cavity. In accordance with this method there is first formed a tunnel (7) which slopes from the surface of the ground down to a given point in the rock formation. There is then blasted from said given point a second sloping tunnel (22) which meanders in the ultimate storage location in a plurality of turns down to the level of the bottom (11) of the ultimate first cavity. Horizontal primary tunnels (T1-T6) are then blasted from the meandering tunnel at a plurality of levels. From the primary tunnels there is then blasted at all the aforementioned levels a plurality of horizontal, secondary tunnels which extend towards the site of the ultimate first cavity (1) and define a number of rock stopes (P1-P6), whereafter the first cavity is formed by blasting, in a manner to extend along or to the level of the lowermost parts of the ultimate second cavities (2). Subsequent hereto, there is optionally blasted one or more sloping tunnels, which are directed towards the center of the lowermost part of the first cavity. Subsequent hereto the second cavities are formed by blasting away those rock stopes (P1-P4) located between superimposed secondary tunnels, beginning with the lowermost stope and continuing upwardly in sequence with remaining stopes, the shot rock-mass (16) falling downwardly, optionally through the slide tunnels, being transported to ground level.
    • PCT No.PCT / SE82 / 00247 Sec。 371日期:1983年4月7日 102(e)日期1983年4月7日PCT申请日1982年7月19日PCT公布。 公开号WO83 / 00526 日期:1983年2月17日。用于在岩层中构造液体产品储存位置的方法,所述位置包括第一腔和位于第一腔外部的多个第二腔。 根据这种方法,首先形成一个隧道(7),其从地面的表面向下倾斜到岩层中的给定点。 然后从所述给定点喷出第二倾斜隧道(22),所述第二倾斜隧道以最终第一空腔的底部(11)的多个匝数在最终存储位置中蜿蜒。 然后,水平主隧道(T1-T6)以蜿蜒的隧道以多个等级进行喷砂处理。 然后从主要隧道,在所有上述水平面上喷射多个水平的次级隧道,其向最终的第一空腔(1)的位置延伸并且限定许多岩石挡块(P1-P6),此后第一腔 通过以最终第二空腔(2)的最下部分的水平方向延伸的方式通过喷砂形成。 随后,可选地喷出一个或多个倾斜的隧道,其被引导到第一腔的最下部分的中心。 随后通过喷射位于重叠的次级隧道之间的那些岩石挡块(P1-P4),从最下面的停止点开始并依次向上依次向上延伸,形成第二个空腔,剩下的停止点,喷射岩体(16)向下落下,任选地 通过滑道,被运送到地面。