TW201544660A - Water intake method and water intake tunnel system of deep ocean water - Google Patents
Water intake method and water intake tunnel system of deep ocean water Download PDFInfo
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
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Abstract
Description
本發明是有關於一種深層海洋水引水方法，及一種深層海洋水引水隧道系統，特別是指一種豎井(或稱垂直井)深層海洋水引水方法，及一種豎井(或垂直井)深層海洋水引水隧道系統，一種豎井(或垂直井)高壓水域引水方法及引水隧道系統。 The invention relates to a deep ocean water diversion method, and a deep ocean water diversion tunnel system, in particular to a shaft (or vertical well) deep ocean water diversion method, and a shaft (or vertical well) deep ocean water diversion Tunnel system, a vertical (or vertical) high-pressure water diversion method and a diversion tunnel system.
本國第102100028號專利申請案揭示一種引水隧道施工方法，特別是指一種高壓水域引水隧道施工方法及引水隧道系統。該引水隧道系統包含一引水隧道及一閘門。一引水隧道，一端連通至陸面，一端連通至高壓水域；及一閘門，將該引水隧道分為靠近陸面的第一段與位於該閘門相反於第一段的一側的第二段，且第一段的長度遠大於第二段，用以關閉與開放該引水隧道的第一段與第二段的連通。 The domestic patent application No. 102100028 discloses a water diversion tunnel construction method, in particular to a high pressure water diversion tunnel construction method and a diversion tunnel system. The diversion tunnel system comprises a water diversion tunnel and a gate. a water diversion tunnel having one end connected to the land surface and one end connected to the high pressure water area; and a gate dividing the first water diversion tunnel into a second section adjacent to the land surface and a second section located on a side opposite to the first section of the gate, And the length of the first segment is much larger than the second segment for closing and opening the communication between the first segment and the second segment of the water diversion tunnel.
該隧道(地道)一端連通至陸面，一端連通至高壓水域。該閘門將該隧道分為靠近陸面的第一段與位於該閘門相反於第一段的一側的第二段，且第一段的長度遠大於第二段，用以關閉與開放該隧道的第一段與第二段的連通。較佳地，所述引水隧道系統，還包含一至少可抽除第二段中注入的水體的抽水單元，一平行該引水隧道延伸而用以維護及通風的輔助隧道，及一連接該引水隧道與該輔助隧道的連絡道。 The tunnel (antenna) has one end connected to the land surface and one end connected to the high pressure water area. The gate divides the tunnel into a first section near the land surface and a second section on a side opposite the first section of the gate, and the length of the first section is much larger than the second section for closing and opening the tunnel The first segment is connected to the second segment. Preferably, the water diversion tunnel system further comprises a pumping unit capable of at least extracting the water body injected in the second section, an auxiliary tunnel extending parallel to the water diversion tunnel for maintenance and ventilation, and a connecting the water diversion tunnel The contact with the auxiliary tunnel.
其中，該引水隧道是傾斜往下延伸至預定垂直深度處，再往高壓水域方向水平延伸，該閘門設置於該引水隧道的水平延伸處。 Wherein, the water diversion tunnel extends obliquely downward to a predetermined vertical depth and extends horizontally in the direction of the high pressure water, and the gate is disposed at a horizontal extension of the water diversion tunnel.
其中，該第二段是以一呈錐狀向外開展的開口與高壓水域連通。 Wherein, the second section is connected to the high-pressure water area by an opening which is outwardly formed in a tapered shape.
該發明之功效在於：高壓水域引水隧道施工方法及引水隧道系統鑽鑿隧道後，透過於至少該第一段注水，能對於連通第二段與高壓水域時的高壓海水有對應的水壓與之抗衡，減少破壞引水隧道及相關設施的可能性。 The effect of the invention is that after the high-pressure water diversion tunnel construction method and the diversion tunnel system drill the tunnel, the water pressure corresponding to the high-pressure seawater when the second section is connected with the high-pressure water can be transmitted through at least the first section of water injection. Counterbalance and reduce the possibility of damaging the diversion tunnel and related facilities.
惟第102100028號專利申請案內所記載之該高壓水域引水隧道之缺點在於未揭示該引水隧道可以以該坑道做為管路；第102100028號專利申請案內所記載之本國I316108專利案之先前技術也未揭示可以運用引水隧道之本身作為輸水管，以坑道做為管路；其他前案，如圖7之本國公告I344504專利案中記載的海洋水的取水方法，是在地表11一處挖設一豎井12，豎井12底部連接一高密度聚乙烯(High Density Polyethylene，HDPE)材質的管路13延伸至海洋14水域處，藉此取得海洋14的水源。同樣的，如本國I367990專利案之其他前案，也都未記載或暗示此一技術特徵：以坑道做為管路，以引水隧道本身作為輸水管；此外，習知這種以坑道管路內設有輸水管之取水方法，基本上只能設置單一管路，且管徑也有限制。因此，取水量也受到限制，並不能充分滿足深層海水產業園區化、社區化及觀光化的需求。 The disadvantage of the high-pressure water diversion tunnel described in the patent application No. 102100028 is that it is not disclosed that the diversion tunnel can be used as a pipeline; the prior art of the national I316108 patent described in the patent application No. 102100028 It has not been revealed that the water diversion tunnel itself can be used as a water pipe, and the tunnel is used as a pipeline; in other previous cases, the water intake method of the ocean water described in the national publication I344504 patent of Fig. 7 is to be dug at the surface of the surface 11 A shaft 12, the bottom of the shaft 12 is connected to a high-density polyethylene (HDPE) pipe 13 extending to the waters of the ocean 14 to obtain the water source of the ocean 14. Similarly, as in other previous cases of the national I367990 patent case, this technical feature is not recorded or implied: the tunnel is used as a pipeline, and the water diversion tunnel itself is used as a water conduit; in addition, it is known that the tunnel is in the tunnel. With the water supply method of the water pipe, basically only a single pipe can be set, and the pipe diameter is also limited. Therefore, the amount of water taken is also limited, and it cannot fully meet the needs of the deep seawater industry park, community and tourism.
該第102100028號專利申請案內所記載之該引水隧道(坑道管路)可以明挖法、或潛盾工法建構完成。惟若以豎井為中心，輔以引水隧道本身作為輸水管，設置一豎井深層海洋水引水隧道系統，其包含一或複數之豎井，即能充分滿足深層海水產業園區化、社區化及觀光化的需求， 因為該引水隧道系統之取水量不會受到限制。 The water diversion tunnel (the tunnel line) described in the Patent Application No. 102100028 can be constructed by the open cut method or the shield shield method. However, if the shaft is the center and the diversion tunnel itself is used as the water pipe, a vertical deep sea water diversion tunnel system is installed, which includes one or more shafts, which can fully satisfy the deep seawater industrial park, community and tourism. demand, Because the water intake of the diversion tunnel system is not limited.
該第102100028號專利申請案也未揭示可以以該引水隧道(坑道管路)連接至一係掩埋在海床下，或半掩埋在海床下，或矗立在海床上，或3者之組合之一種深層海洋水引水隧道。同時於該引水隧道(坑道管路)連接於海洋引水管道或隧道之入口處設置閘門。 The patent application No. 102100028 also does not disclose that the water diversion tunnel (pit pipeline) can be connected to a subterranean buried under the seabed, or semi-buried under the seabed, or standing on the seabed, or a deep combination of the three. Ocean water diversion tunnel. At the same time, a gate is provided at the entrance of the diversion tunnel (the tunnel) connected to the marine diversion duct or tunnel.
聯結本案之豎井深層海洋水引水隧道系統，及掩埋在海床下，或半掩埋在海床下，或矗立在海床上，或3者之組合之深層海洋水引水隧道，於實際實施時，可以調控更多建構豎井深層海洋水引水隧道系統，及其深層海洋水引水方法，因應各種可能之情況，如適當調整豎井引水隧道系統之豎井之深度及與海岸之距離，避開天然的障礙，以該掩埋在海床下，或半掩埋在海床下，或矗立在海床上，或3者之組合之深層海洋水引水隧道，至延伸至更深海域，汲取深層海洋水。 The deep ocean water diversion tunnel system connected to the shaft of the case, and the deep ocean water diversion tunnel buried under the seabed, or buried under the seabed, or standing on the seabed, or a combination of the three, can be adjusted in actual implementation. Multi-architecture deep ocean water diversion tunnel system and deep ocean water diversion method, in accordance with various possible situations, such as properly adjusting the depth of the shaft of the shaft diversion tunnel system and the distance from the coast, avoiding natural obstacles, and burying Under the seabed, or semi-buried under the seabed, or standing on the seabed, or a combination of three deep ocean water diversion tunnels, to extend deeper into the sea, draw deep ocean water.
該掩埋在海床下，或半掩埋在海床下，或矗立在海床上，或3者之組合之一種深層海洋水引水隧道，及引水方法之詳細揭示內容，詳述於與本案同一申請日之專利申請案，其【發明名稱】為「深層海洋水引水隧道、引水隧道系統及藉由其汲取深層海洋水之引水方法，及一種建構深層海洋水引水管道或隧道之方法」，其全案內容在此引用並列為參考資料。其申請案號為103117245。 The detailed disclosure of the deep ocean water diversion tunnel buried under the seabed, or buried under the seabed, or standing on the seabed, or a combination of the three, and the water diversion method, detailed in the same application date as the case In the application case, the "invented name" is "a deep ocean water diversion tunnel, a diversion tunnel system and a water diversion method by which deep ocean water is extracted, and a method of constructing a deep ocean water diversion pipe or tunnel". This reference is listed as a reference. The application number is 103117245.
該第102100028號專利申請案係本案發明人先前之發明，其全案內容在此引用並列為參考資料。 The patent application No. 102100028 is the prior invention of the inventor of the present invention, the entire contents of which are hereby incorporated by reference.
因此，本發明是有關於一種深層海洋水引水隧道系統，及一種深層海洋水引水方法，特別是指一種豎井深層海洋水引水隧道系統，及一種豎井深層海洋水引水方法，一種豎井高壓水域引水隧道系統，及一種豎井高壓水域引水隧道引水方法。 Therefore, the present invention relates to a deep ocean water diversion tunnel system, and a deep ocean water diversion method, in particular to a deep sea water diversion tunnel system of a shaft, and a deep ocean water diversion method of a shaft, a vertical high pressure water diversion tunnel of a shaft System, and a method for diverting water from a high pressure water diversion tunnel in a shaft.
更確切的是，一種深層海洋水引水隧道系統，其聯結豎井深層海洋水引水隧道系統，及掩埋在海床下，或半掩埋在海床下，或矗立在海床上，或3者之組合之深層海洋水引水隧道，或習知之深層海洋水引水管，其示意圖如圖1~6。 More specifically, a deep ocean water diversion tunnel system that links the deep ocean water diversion tunnel system of the shaft and is buried under the seabed, or semi-buried under the seabed, or standing on the seabed, or a deep ocean of a combination of the three. The water diversion tunnel, or the well-known deep ocean water diversion pipe, is shown in Figures 1~6.
該豎井深層海洋水引水隧道系統，包含一或複數之豎井，一或複數之引水隧道(管路)，一或複數之閘門。 The deep ocean water diversion tunnel system of the shaft comprises one or a plurality of shafts, one or a plurality of water diversion tunnels (pipes), one or a plurality of gates.
豎井，一端連通至陸面，一端連通至引水隧道；該引水隧道是隧道(或坑道)型管路輸水管，一端連通至該豎井，一端連通至深層海洋水之高壓水域處，或略穿伸出並延伸至海洋中，以供海水經該隧道型輸水管匯集至豎井。其中，該豎井係可以以沉挖工法施工、或昇井工法施工往下延伸至預定垂直深度處，其深度為50~1000公尺，再以引水隧道往高壓水域方向水平延伸連通至60~1200公尺高壓水域，該引水隧道之徑在1公尺以上，為1~50公尺，較佳為3-30公尺；該引水隧道亦可以是以一定之角度傾斜往下延伸連通至200~1500公尺高壓水域，該引水隧道可以以一呈錐狀向外開展的開口與高壓水域連通。該引水隧道亦可以是以一定之角度傾斜往上延伸連通至海平面~1000公尺之水域，該引水隧道可以一呈錐狀向外開展的開口與高壓水域連通。 The shaft is connected to the land surface at one end and connected to the water diversion tunnel at one end; the water diversion tunnel is a tunnel (or tunnel) type pipeline water pipe, one end connected to the shaft, one end connected to the high pressure water area of the deep ocean water, or slightly stretched Out and extend into the ocean for seawater to be collected into the shaft through the tunnel-type water pipe. Wherein, the shaft system can be extended by a submerged excavation method or a lifting method to a predetermined vertical depth, the depth is 50-1000 meters, and then the horizontal direction of the diversion tunnel to the high-pressure water is extended to 60-1200. In the high-pressure water area of the meter, the diameter of the water diversion tunnel is more than 1 meter, which is 1 to 50 meters, preferably 3-30 meters. The water tunnel can also be inclined downward at a certain angle to connect to 200~ In the 1500-meter high-pressure water area, the diversion tunnel can communicate with the high-pressure waters in a conical outward opening. The water diversion tunnel may also be inclined upwardly at a certain angle and connected to the water level of the sea level ~1000 meters. The water diversion tunnel may be connected to the high pressure water area by a cone-shaped outward opening.
該閘門分別設置於隧道型輸水管連接於海洋之入口處，或在略穿伸出至海 洋高壓水域中，且各該豎井與引水隧道連接處可設置有一閘門，各閘門上有複數控制閥門，以供選擇性的關閉或開放各引水隧道輸水管管路之取水匯集至該豎井。 The gates are respectively arranged at the entrance of the tunnel type water pipe connected to the sea, or protruded to the sea In the oceanic high pressure waters, a gate may be provided at the junction of each of the shafts and the diversion tunnel, and each gate has a plurality of control valves for selectively closing or opening the water intake pipes of the water diversion tunnels to the shaft.
該所述之深層海洋水引水隧道系統，亦包含一由該地表延伸至該豎井與引水隧道連接處的人員進出坑道，一平行該引水隧道延伸而用以維護之輔助隧道，及一連接該引水隧道與該輔助隧道的連絡道，以供人員進出該豎井與引水隧道連接處及該坑道型輸水管連接於海洋之入口處。 The deep ocean water diversion tunnel system further includes a person entering and exiting the tunnel extending from the surface to the junction of the shaft and the diversion tunnel, an auxiliary tunnel extending parallel to the diversion tunnel for maintenance, and connecting the diversion water The tunnel is connected to the auxiliary tunnel for the access of the shaft to the diversion tunnel and the tunnel-type water supply pipe to the entrance of the sea.
該所述之深層海洋水引水隧道系統，其引水隧道更包含一或複數之由該引水隧道佈設至海洋中取水的第二輸水管及複數之控制閘門或控制閥門，該第二輸水管一端連接至該引水隧道(坑道管路)，另一端延伸連接至海洋中，以供海水同時藉該第一輸水管(坑道管路)、第二輸水管匯集至該豎井。該控制閘門或控制閥門分別設置於第二輸水管與引水隧道連接處，以供選擇性的關閉或開放各第二引水隧道輸水管管路之取水匯集至該豎井。 In the deep ocean water diversion tunnel system, the diversion tunnel further comprises one or a plurality of second water pipes and a plurality of control gates or control valves which are arranged by the water diversion tunnel to take water from the ocean, and the second water pipe is connected at one end. To the diversion tunnel (the tunnel line), the other end is extended to the ocean for the seawater to be simultaneously collected by the first water pipe (the tunnel pipe) and the second water pipe to the shaft. The control gate or the control valve are respectively disposed at the junction of the second water conduit and the water diversion tunnel for selectively closing or opening the water intake of each of the second water conduits to the shaft.
本發明亦是有關於一種深層海洋水引水隧道系統，在上述之深層海洋水引水隧道系統之豎井之地表往下延伸5~25公尺處，較佳為10-15公尺，具有至少一引水堰口或一引水隧道，從該引水堰口或引水隧道引水出井，作為對外界之供水。 The invention also relates to a deep ocean water diversion tunnel system, which extends 5 to 25 meters, preferably 10-15 meters, at least one water diversion in the surface of the shaft of the deep ocean water diversion tunnel system described above. A mouth or a diversion tunnel is used to divert water from the diversion gate or the diversion tunnel as a water supply to the outside world.
該深層海洋水引水方法，係經由一或複數之豎井，一或複數之引水隧道(管路)，及控制引水隧道之一或複數之閘門，以供選擇性的關閉或開放各引水隧道，引水匯集至豎井。包含：一或複數之豎井，豎井由一地表往下延伸； 一或複數之坑道管路，該坑道管路是坑道型管路輸水管，連通該豎井及位於該地表下鄰近海洋處；該坑道型輸水管一端連接至海洋中，或略穿伸出並延伸至海洋中，以供海水經該坑道型輸水管匯集至豎井；一或複數之閘門，分別設置於坑道型輸水管連接於海洋之入口處，或略穿伸出至海洋中，且各該豎井與坑道連接處可設置有一閘門，各閘門上有複數控制閥，以供選擇性的關閉或開放各坑道輸水管管路之取水匯集至該豎井。 The deep ocean water diversion method is through one or a plurality of shafts, one or a plurality of diversion tunnels (pipes), and one or a plurality of gates for controlling the diversion tunnel to selectively close or open the diversion tunnels and divert water. Pooled to the shaft. Containing: one or a plurality of shafts, the shaft extending downward from a surface; One or more tunnel pipes, which are tunnel-type pipeline water pipes connecting the shafts and adjacent to the ocean below the surface; the tunnel-type water pipes are connected to the ocean at one end, or slightly extended and extended In the sea, the seawater is collected into the shaft through the tunnel-type water pipe; one or more gates are respectively arranged at the entrance of the tunnel-type water pipe connected to the sea, or slightly protruded into the sea, and each of the shafts A gate may be provided at the junction with the tunnel, and each gate has a plurality of control valves for selectively closing or opening the water of each tunnel to collect the water into the shaft.
該所述之深層海洋水引水方法，更包含一由該坑道管路聯結於佈設至海洋中取水的第二輸水管，該第二輸水管一端連接至該坑道管路，另一端延伸連接至海洋中，以供海水同時藉該第一輸水管(坑道管路)、第二輸水管匯集至該豎井。 The deep ocean water diversion method further comprises a second water pipe connected by the tunnel pipe to the sea water, wherein the second water pipe is connected to the tunnel pipe at one end and extends to the ocean at the other end. In the middle, the seawater is simultaneously collected by the first water pipe (the tunnel pipe) and the second water pipe to the shaft.
該所述之深層海洋水引水方法，亦包含一由該地表延伸至該豎井與引水隧道連接處的人員進出坑道，一平行該引水隧道延伸而用以維護之輔助隧道，及一連接該引水隧道與該輔助隧道的連絡道，以供人員進出該豎井與引水隧道連接處及該坑道型輸水管連接於海洋之入口處。 The deep ocean water diversion method further includes a person entering and exiting the tunnel extending from the surface to the junction of the shaft and the diversion tunnel, an auxiliary tunnel extending parallel to the diversion tunnel for maintenance, and a connection to the diversion tunnel A contact path with the auxiliary tunnel for the access of the manhole to the shaft and the diversion tunnel and the tunnel-type water pipe to be connected to the entrance of the sea.
本發明亦是有關於一種深層海洋水引水隧道系統，其包含：複數之豎井，其至少有一豎井由一地表往下延伸，經由一或複數之引水隧道，該引水隧道是坑道型引水隧道輸水管，連通該豎井及連接至海洋高壓水域，或略穿伸出並延伸至海洋高壓水域中，以供海水經該坑道型輸水管匯集至豎井，一或複數之閘門，分別設置於坑道型引水隧道輸水管連接於海洋之入口處，且各該豎井與坑道連接處可設置有一閘門，各閘門上有複數控制閥，以供選擇性的關閉或開放各坑道輸水管管路之取水匯集至該豎井；及，至少 有一豎井由一地表往下延伸，其為單純之一豎井，該單純之豎井在地表往下延伸5~20公尺處與具有引水隧道之豎井連通，從具有引水隧道之豎井引水入井，其作為對外界之供水井；該所述之深層海洋水引水隧道系統，更包含一由該坑道管路聯結於佈設至海洋中取水的第二輸水管，該第二輸水管一端連接至該坑道管路，另一端延伸連接至海洋中，以供海水同時藉該第一輸水管、第二輸水管匯集至該豎井。 The invention also relates to a deep ocean water diversion tunnel system, comprising: a plurality of shafts, at least one of which has a shaft extending downward from a surface, through one or more water diversion tunnels, which are tunnel-type diversion tunnel water pipes Connecting the shaft and connecting to the high-pressure waters of the ocean, or slightly extending and extending into the high-pressure waters of the ocean, so that the seawater is collected into the shaft through the tunnel-type water pipe, and one or more gates are respectively arranged in the tunnel-type water diversion tunnel The water pipe is connected to the entrance of the sea, and each of the shaft and the tunnel connection may be provided with a gate, and each gate has a plurality of control valves for selectively closing or opening the water of each tunnel water pipe to collect the shaft ; and, at least A shaft extends from a surface to the bottom. It is a simple shaft. The simple shaft extends 5 to 20 meters below the surface and communicates with the shaft with the water diversion tunnel. The shaft is diverted from the shaft with the water diversion tunnel into the well. The water supply well to the outside; the deep ocean water diversion tunnel system further includes a second water pipe connected by the tunnel pipe to the sea for water, and one end of the second water pipe is connected to the pipe pipe The other end is extended to the sea for the seawater to be collected to the shaft by the first water pipe and the second water pipe.
上述之該第二輸水管可以是一係掩埋在海床下，或半掩埋在海床下，或矗立在海床上，或3者之組合之一種深層海洋水引水隧道，該引水隧道係由預鑄之多段式預鑄沉管管件組合而成，該引水隧道的空腔段面為1個獨立之空腔，或具有以中間隔板分隔為2或2個以上各自獨立之空腔，該各自獨立之空腔為各自獨立之引水道，該分隔可以是上下、或左右，或呈十字，或呈X字，或任意型式；該空腔段面及空腔基本上是長方形、方形、圓形、梯形、橢圓形或橢圓柱形，惟亦可選擇自其他幾何形狀，該引水隧道基本上是由具防水能力的鋼筋混凝土預鑄建造而成，惟其亦可視需要選擇或部分選擇自金屬、塑膠、複合材料，或其組合；該引水隧道可以是由海岸或沿海床之某一深度之海床預定處，傾斜往下延伸至預定垂直深度處，進水端在高壓水域處，以及出水端為陸地或靠近陸地之海岸，或某一深度之定海床預定處。 The second water pipe may be a deep ocean water diversion tunnel buried under the seabed, or buried under the seabed, or standing on the seabed, or a combination of the three. The multi-stage immersed pipe fittings are combined, and the hollow section of the water diversion tunnel is a separate cavity or has two or more independent cavities separated by an intermediate partition, which are independent The cavities are independent water diversion channels, which may be up and down, or left and right, or cross, or X-shaped, or any type; the cavity surface and the cavity are substantially rectangular, square, circular, trapezoidal , elliptical or elliptical, but can also choose from other geometric shapes. The diversion tunnel is basically constructed of waterproof concrete reinforced concrete, but it can also be selected or partially selected from metal, plastic and composite. a material, or a combination thereof; the water diversion tunnel may be a predetermined depth of the seabed at a certain depth of the coast or coastal bed, extending obliquely downward to a predetermined vertical depth, the inlet end is at a high pressure water level, and the water outlet end is Or close to the land of the coast, or to book Dinghai bed at a depth of.
該所述之深層海洋水引水隧道系統，亦包含一由該地表延伸至該坑道管路的人員進出坑道，以供人員進入該坑道管路及該取水坑室內。 The deep ocean water diversion tunnel system further includes a person entering and exiting the tunnel extending from the surface to the tunnel pipeline for the personnel to enter the tunnel pipeline and the water intake pit chamber.
1‧‧‧海平面 1‧‧‧ sea level
2‧‧‧海床(海床線) 2‧‧‧ seabed (seabed line)
3‧‧‧地面 3‧‧‧ Ground
4‧‧‧海底固定樁 4‧‧‧ subsea fixed pile
5‧‧‧定位點之基樁 5‧‧‧Based piles
11‧‧‧豎井 11‧‧‧ shaft
12‧‧‧引水隧道 12‧‧‧Water tunnel
13‧‧‧出水口 13‧‧‧Water outlet
14‧‧‧進水口 14‧‧‧ Inlet
15‧‧‧連絡道 15‧‧‧Contact Road
16‧‧‧通往藍金產業園區 16‧‧‧To the Blue Gold Industrial Park
22‧‧‧(坑道管路) 22‧‧‧(Pitline)
25‧‧‧輔助隧道 25‧‧‧Assisted tunnel
圖1 是一示意圖，可說明本發明深層海洋水引水隧道系統的一實施例 Figure 1 is a schematic view showing an embodiment of the deep ocean water diversion tunnel system of the present invention
圖2 是一示意圖，說明本發明深層海洋水引水隧道系統的一實施例。 Figure 2 is a schematic view showing an embodiment of the deep ocean water diversion tunnel system of the present invention.
圖3 是一示意圖，說明本發明深層海洋水引水隧道系統的一實施例。 Figure 3 is a schematic view showing an embodiment of the deep ocean water diversion tunnel system of the present invention.
圖4 是一示意圖，可說明本發明深層海洋水引水隧道系統的一實施例；圖5 是一示意圖，說明本發明深層海洋水引水隧道系統的一實施例。 Figure 4 is a schematic view showing an embodiment of the deep ocean water diversion tunnel system of the present invention; and Figure 5 is a schematic view showing an embodiment of the deep ocean water diversion tunnel system of the present invention.
圖6 是一示意圖，說明本發明深層海洋水引水隧道系統的一實施例。 Figure 6 is a schematic view showing an embodiment of the deep ocean water diversion tunnel system of the present invention.
圖7 是先前技術-本國公告I344504專利案中記載的海洋水的取水方法。 Figure 7 is a method of water withdrawal of marine water as described in the prior art - National Publication No. I344504 patent.
有關本發明之前述及其他技術內容、特點與功效，在以下配合參考圖式之一個實施例的詳細說明中，將可清楚地呈現。 The foregoing and other technical aspects, features, and advantages of the present invention will be apparent from the Detailed Description of the <RTIgt;
惟 本案之引水隧道及其連接於海洋之施工方法基本上如同本案之前案102100028專利申請案，不再詳述。 However, the water diversion tunnel of this case and its construction method connected to the ocean are basically the same as the patent application No. 102100028 of the present case, and will not be described in detail.
參閱圖1與圖2，本發明深層海洋水引水隧道系統，或引水隧道之引水方法之實施例包含以下內容： Referring to FIG. 1 and FIG. 2, an embodiment of the deep ocean water diversion tunnel system of the present invention or the diversion method of the diversion tunnel includes the following contents:
步驟S1 一鑽鑿一豎井11，一端連通至陸面3，一端連通至引水隧道之坑道管路22；該坑道管路22是隧道(或坑道)型管路輸水管，一端連通至該豎井 11，一端連通至深層海洋水之高壓水域處1，或略穿伸出並延伸至海洋中，以供海水經該隧道型輸水管22匯集至豎井11；其中，該豎井11是略為往下延伸至預定垂直深度300公尺處，再以坑道管路22往高壓水域方向水平延伸連通至高壓水域(圖1)，該坑道管路22亦可以是以一定之角度傾斜往下延伸連通至高壓水域(圖2)，該引水隧道可以一呈錐狀向外開展的開口與高壓水域連通。一閘門設置於隧道型輸水管22連接於海洋之入口處，其可與該高壓水域的距離約2至15公尺，或略穿伸出至海洋中。基於維護的考量，還會再鑽鑿一平行該坑道管路22而用以維護的輔助隧道25，及一連接該坑道管路22與該輔助隧道25的連絡道，但輔助隧道25非必需。 Step S1: drilling a shaft 11 having one end connected to the land surface 3 and one end communicating to the tunnel line 22 of the water diversion tunnel; the tunnel line 22 is a tunnel (or tunnel) type pipeline water supply pipe, one end of which is connected to the shaft 11. One end is connected to the high pressure water area of the deep ocean water, or slightly extended and extended into the ocean, for the seawater to be collected to the shaft 11 through the tunnel type water supply pipe 22; wherein the shaft 11 is slightly extended downward Up to a predetermined vertical depth of 300 meters, and then extending horizontally to the high-pressure water area (Fig. 1) by the tunnel line 22 in the direction of the high-pressure water, the tunnel line 22 may also be inclined downwardly and connected to the high-pressure water area at a certain angle. (Fig. 2), the water diversion tunnel can communicate with the high pressure water area in a tapered outward opening. A gate is disposed at the entrance of the tunnel-type water pipe 22 to the sea, and is at a distance of about 2 to 15 meters from the high-pressure water, or slightly protrudes into the ocean. Based on maintenance considerations, an auxiliary tunnel 25 parallel to the tunnel line 22 for maintenance, and a connecting tunnel connecting the tunnel line 22 with the auxiliary tunnel 25 are also drilled, but the auxiliary tunnel 25 is not necessary.
閘門除了分別設置於隧道型輸水管連接於海洋之入口處，或略穿伸出至海洋中，且於各該豎井與引水隧道連接處可設置有一閘門，各閘門上有複數控制閥門，以供選擇性的全部或部分關閉或開放各引水隧道輸水管22之引水，匯集至該豎井。 The gates are respectively disposed at the entrance of the tunnel-type water pipe connected to the sea, or slightly protruded into the ocean, and a gate may be provided at the connection between each shaft and the water diversion tunnel, and a plurality of control valves are provided on each gate for The water diversion of the water diversion tunnels 22 is selectively closed or opened in whole or in part, and is collected into the shaft.
該所述之深層海洋水引水隧道系統，亦包含一由該地表延伸至該豎井與引水隧道連接處的人員進出輔助坑道，以供人員進入該豎井與引水隧道連接處，並連接平行該坑道管路22而用以維護的輔助隧道25，及一連接該坑道管路22與該輔助隧道25的連絡道。 The deep ocean water diversion tunnel system also includes a person extending from the surface to the junction of the shaft and the diversion tunnel into and out of the auxiliary tunnel for the personnel to enter the junction of the shaft and the diversion tunnel and connect the parallel tunnel tube The auxiliary tunnel 25 for maintenance, and a connection path connecting the tunnel 22 to the auxiliary tunnel 25.
該所述之深層海洋水引水隧道系統，其引水隧道可另設置包含一或複數之由該引水隧道佈設至海洋中取水的第二輸水管22及複數之控制閘門或控制閥門，該第二輸水管22一端連接至該坑道管路22，另一端延伸連接至海洋 高壓水域，輸水管連接於海洋之入口處設有閘門，以供海水同時藉該坑道管路22(第一輸水管)、第二輸水管22匯集至該垂直豎井，該控制閘門或控制閥門分別設置於第二輸水管22與坑道管路22連接處，以供選擇性的關閉或開放各第二引水隧道輸水管22之取水匯集至該豎井。連絡道是設在該閘門處，方便維護。 In the deep ocean water diversion tunnel system, the diversion tunnel may further comprise a second water delivery pipe 22 including a plurality of water diversion tunnels arranged by the diversion tunnel to the ocean, and a plurality of control gates or control valves, the second transmission One end of the water pipe 22 is connected to the tunnel line 22, and the other end is connected to the ocean. In the high-pressure waters, a water supply pipe is connected to the entrance of the sea to provide a gate for the seawater to simultaneously collect the tunnel pipe 22 (the first water pipe) and the second water pipe 22 to the vertical shaft, and the control gate or the control valve respectively It is disposed at the junction of the second water conduit 22 and the tunnel conduit 22 for selectively closing or opening the water intake of each of the second water tunneling water pipes 22 to the shaft. The contact road is located at the gate for easy maintenance.
步驟S2-本案之坑道管路22及其連接於海洋之施工、輔助隧道25與連絡道的設置作業及另一輔助用的閘門的設置作業，基本上皆如同本案之前案102100028專利申請案之實施方式，不再詳述。 Step S2 - The tunnel line 22 of the present case and its connection to the construction of the sea, the installation of the auxiliary tunnel 25 and the connecting track, and the setting operation of the other auxiliary gate are basically the same as the implementation of the patent application 102100028 in the previous case. Way, no longer detailed.
綜上所述，鑽鑿豎井11、坑道管路22及設置相關設施，故確實能達成本發明之目的。 In summary, the drilling of the shaft 11, the tunnel line 22 and the installation of related facilities, it is indeed possible to achieve the object of the present invention.
在探測海床情況，選定地點後，規劃出引水隧道系統主要設計圖，擬建海底引水隧道路線，全長1200公尺，共分3段，第1段是出水段約240公尺，掩埋在海床下，第2段是中間段約240公尺，半掩埋在海床下，第3段是進水段約720公尺，矗立在海床上。全長主要是由20節鋼筋混凝土沉管組件之結構體所組成，該沉管組件附有編號及定位電子元件。進水口位於海平面以下約350公尺。出水口位於海平面以下約60公尺，連接豎井(豎井)型深層海洋水引水隧道系統之地底引水隧道。 After detecting the seabed situation and selecting the location, the main design drawing of the diversion tunnel system is planned. The proposed submarine diversion tunnel route is 1200 meters in length and divided into 3 sections. The first section is about 240 meters in the outlet section and is buried in the sea. Under the bed, the second section is about 240 meters in the middle section, half buried under the seabed, and the third section is about 720 meters into the water section, standing on the seabed. The full length is mainly composed of the structure of 20 reinforced concrete immersed pipe assemblies with numbering and positioning electronic components. The water inlet is located approximately 350 meters below sea level. The water outlet is located about 60 meters below sea level and is connected to the underground water diversion tunnel of the vertical (water shaft) deep sea water diversion tunnel system.
整理海床，用挖泥船挖掘海床海床、鋪上預定大小的石頭、水泥，再對海床地基進行加固，在海底造路，打地基，以供安放沉管隧道。在海底之進水口預定位置安置一固定樁，以確保整座海底引水隧道不會往海底滑動。 其後，在海床上，運用一打樁器每隔60公尺間距就打一根固定定位點之基樁，做為海底引水隧道沉管管件之佈放固定之基礎。 Finish the seabed, use a dredger to excavate the seabed of the seabed, lay a stone of predetermined size, cement, and then reinforce the foundation of the seabed, build roads on the seabed, and lay foundations for immersed tunnels. A fixed pile is placed at a predetermined position at the inlet of the sea floor to ensure that the entire submarine diversion tunnel does not slide to the bottom of the sea. Thereafter, on the seabed, a piler is used to make a fixed positioning point pile every 60 meters, which serves as the basis for the laying and fixing of the immersed pipe fittings of the subsea diversion tunnel.
先在陸地上以預鑄施工製造沉管管件，每件預鑄體20公尺長，高4公尺，寬6米，將3個沉管管件預鑄體於陸地上結合固定，形成海底引水隧道沉管組件，並在兩端開口處用鐵片密封起來；沉管組件60公尺長，高4公尺，寬6米，重達800多噸，在出水端之聯絡道及海底地基完工後，以駁船將沉埋管拖送至適當位置，打開預留之孔洞讓海水進入，逐一切開鐵片後而沈入海底，沉放過程中，由水下定位系統進行定位，並可利用浮力球或/及鋼纜將海底引水隧道送入海底預定位置；以組合式鋼結構及柔性接頭接連20個沉管組件，並將海底引水隧道沉管組件用鎖扣式卡榫結構固定；連接海底引水隧道出水端與豎井型深層海洋水引水隧道系統之地底引水隧道之坑道管路之輸水管，完成深層海水海底引水隧道，也完成豎井型深層海洋水引水隧道系統之建造。海底引水隧道內包括3條引道，其具防水、防震之功能；其中1條為密封之引道，其由聯絡道之出水端抽乾海水，可做為監視進水口之用，其寬1.5米，高3米。放置保護石層保護組件，修復海床(或不需修復海床)。 Firstly, the immersed pipe fittings are constructed on the land by rafting. Each slab is 20 meters long, 4 meters high and 6 meters wide. The three immersed pipe fittings are combined and fixed on the land to form the seabed diversion. The tunnel immersed pipe assembly is sealed with iron plates at the openings at both ends; the immersed pipe assembly is 60 meters long, 4 meters high, 6 meters wide and weighs more than 800 tons. The contact road at the water outlet and the submarine foundation are completed. After that, the buried pipe will be towed to the appropriate position by the barge, and the reserved hole will be opened to allow the seawater to enter, and the iron piece will be sunk into the sea floor after being opened. During the process of sinking, the underwater positioning system will be used for positioning and buoyancy can be utilized. The ball or/and the steel cable feeds the subsea diversion tunnel to the predetermined position on the seabed; the 20 immersed pipe assemblies are connected by the combined steel structure and the flexible joint, and the immersed pipe assembly of the subsea diversion tunnel is fixed by the lock type cassette structure; The water pipe of the tunnel pipe of the underground diversion tunnel of the diversion tunnel and the vertical deep ocean water diversion tunnel system of the diversion tunnel completes the deep seawater submarine diversion tunnel and also completes the construction of the vertical deep ocean water diversion tunnel system. The submarine diversion tunnel includes three approach roads, which are waterproof and shockproof. One of them is a sealed approach road. It is drained from the water outlet of the communication channel and can be used as a monitoring inlet. Its width is 1.5. Meter, 3 meters high. Place a protective stone protection component to repair the seabed (or no need to repair the seabed).
豎井係以沉挖工法施工、或昇井工法施工；該坑道管路以明挖法、或潛盾(盾構)工法建構完成。 The shaft is constructed by the excavation method or the ascending method; the tunnel is constructed by the open cut method or the shield (shield) method.
該豎井(豎井)型深層海洋水引水隧道系統，其包含：一或複數之豎井，豎井由一地表往下延伸；一或複數之坑道管路，該坑道管路是坑道型管路輸水管或坑道管路內設有輸水管，輸水管之一端連通該豎井。該引水隧道與坑道管路連接處可設置 有一閘門，各閘門上有複數控制閥，以供選擇性的關閉或開放各坑道管路之取水匯集至該豎井。 The shaft (shaft) type deep ocean water diversion tunnel system comprises: one or a plurality of shafts, the shaft extends downward from a surface; one or a plurality of tunnel pipes, the tunnel pipeline is a tunnel type pipeline water pipe or A water pipe is arranged in the tunnel pipe, and one end of the water pipe is connected to the shaft. The connection between the diversion tunnel and the tunnel pipeline can be set There is a gate with a plurality of control valves on each gate for selectively closing or opening the water intake of each tunnel to the shaft.
該坑道型管路輸水管即是以坑道做為管路。 The tunnel type pipeline water pipe is a tunnel as a pipeline.
惟以上所述者，僅為本發明之實施例而已，當不能以此限定本發明實施之範圍，即大凡依本發明申請專利範圍及發明說明內容所作之簡單的等效變化與修飾，皆仍屬本發明專利涵蓋之範圍內。 However, the above is only the embodiment of the present invention, and the scope of the invention is not limited thereto, that is, the simple equivalent changes and modifications made by the scope of the invention and the description of the invention are still It is within the scope of the patent of the present invention.
1‧‧‧海平面 1‧‧‧ sea level
2‧‧‧海床(海床線) 2‧‧‧ seabed (seabed line)
3‧‧‧地面 3‧‧‧ Ground
4‧‧‧海底固定樁 4‧‧‧ subsea fixed pile
5‧‧‧定位點之基樁 5‧‧‧Based piles
11‧‧‧豎井 11‧‧‧ shaft
12‧‧‧引水隧道 12‧‧‧Water tunnel
13‧‧‧出水口 13‧‧‧Water outlet
14‧‧‧進水口 14‧‧‧ Inlet
15‧‧‧連絡道 15‧‧‧Contact Road
16‧‧‧通往藍金產業園區 16‧‧‧To the Blue Gold Industrial Park
22‧‧‧(坑道管路) 22‧‧‧(Pitline)
25‧‧‧輔助隧道 25‧‧‧Assisted tunnel
Claims (20)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW103117251A TW201544660A (en) | 2014-05-16 | 2014-05-16 | Water intake method and water intake tunnel system of deep ocean water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW103117251A TW201544660A (en) | 2014-05-16 | 2014-05-16 | Water intake method and water intake tunnel system of deep ocean water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| TW201544660A true TW201544660A (en) | 2015-12-01 |
Family
ID=55406985
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| TW103117251A TW201544660A (en) | 2014-05-16 | 2014-05-16 | Water intake method and water intake tunnel system of deep ocean water |
Country Status (1)
| Country | Link |
|---|---|
| TW (1) | TW201544660A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107119749A (en) * | 2017-04-28 | 2017-09-01 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of method and device of reservoir ecology water intaking |
| CN109780325A (en) * | 2018-12-17 | 2019-05-21 | 中铁广州工程局集团有限公司 | A kind of water factory's water intaking tunnel submarine pipeline installation method |
| CN110004957A (en) * | 2019-04-02 | 2019-07-12 | 武大巨成结构股份有限公司 | A kind of underwater prestress steel cofferdam device of lowering heartn type for active well of fetching water |
-
2014
- 2014-05-16 TW TW103117251A patent/TW201544660A/en unknown
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107119749A (en) * | 2017-04-28 | 2017-09-01 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of method and device of reservoir ecology water intaking |
| CN109780325A (en) * | 2018-12-17 | 2019-05-21 | 中铁广州工程局集团有限公司 | A kind of water factory's water intaking tunnel submarine pipeline installation method |
| CN109780325B (en) * | 2018-12-17 | 2020-07-28 | 中铁广州工程局集团有限公司 | Installation method of underwater pipeline of water taking tunnel of water plant |
| CN110004957A (en) * | 2019-04-02 | 2019-07-12 | 武大巨成结构股份有限公司 | A kind of underwater prestress steel cofferdam device of lowering heartn type for active well of fetching water |
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