CN105780750B - Cross three-dimensional ship lock and water transport interchange - Google Patents

Cross three-dimensional ship lock and water transport interchange Download PDF

Info

Publication number
CN105780750B
CN105780750B CN201610194865.5A CN201610194865A CN105780750B CN 105780750 B CN105780750 B CN 105780750B CN 201610194865 A CN201610194865 A CN 201610194865A CN 105780750 B CN105780750 B CN 105780750B
Authority
CN
China
Prior art keywords
ship
lock
lock chamber
water
cross
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201610194865.5A
Other languages
Chinese (zh)
Other versions
CN105780750A (en
Inventor
张玉恒
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JIANGSU HUAI'AN WATERWAY ADMINISTRATION
Original Assignee
JIANGSU HUAI'AN WATERWAY ADMINISTRATION
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by JIANGSU HUAI'AN WATERWAY ADMINISTRATION filed Critical JIANGSU HUAI'AN WATERWAY ADMINISTRATION
Priority to CN201610194865.5A priority Critical patent/CN105780750B/en
Publication of CN105780750A publication Critical patent/CN105780750A/en
Application granted granted Critical
Publication of CN105780750B publication Critical patent/CN105780750B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02CSHIP-LIFTING DEVICES OR MECHANISMS
    • E02C1/00Locks or dry-docks; Shaft locks, i.e. locks of which one front side is formed by a solid wall with an opening in the lower part through which the ships pass
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30Flood prevention; Flood or storm water management, e.g. using flood barriers

Landscapes

  • Engineering & Computer Science (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

The invention discloses cross three-dimensional ship lock and water transport interchange, cross intersection in two rivers with certain water-head, the form that two lift locks are superimposed according to levels right-angled intersection is set, the head bay of two lift locks, tail-bay is all provided with gate, and two rivers are connected respectively by approach channel in the upper of cross intersection, downstream, so that the lock chamber top positioned at the lift lock of lower floor is concordant with the lock chamber top of the lift lock positioned at upper strata, form that a lock chamber is relatively deep and that another lock chamber compares is shallower, combined type, novel solid ship lock with cross lock chamber, control to rise or fall with adjusting the water level in cross lock chamber by culvert system, twin screw of the ship in cross lock chamber during high water level by itself under the instruction of traffic lights is enabled to turn course, realize in the ship turning high water level or low water level river in low water level or high water level river, so that each to safety of ship intercommunication.

Description

Cross three-dimensional ship lock and water transport interchange
Technical field
The invention belongs to the technical field of water transport Transportation Infrastructure Construction, and in particular to a kind of to have necessarily at two The river confluence reaches of water-head set the cross or T-shaped three-dimensional ship lock with water transport IWF.
Background technology
1. lock technology and ship lift technology
China is to build the earliest country of ship lock.Emperor Qin 33 years(214 BC)The Lin Canal is dug, steep door is set, also known as Sluice gate, i.e., modern weighlock door, to adjust it is steep in front of the door after water-head, ship is passed through on the navigation channel for have water-head.It is this Steep door constitutes simple gate ship lock, referred to as single lock, also known as half ship lock.Between Southern Dynasties Song Jing non-leap years(Christian era 423-424), in Yangtze Tianjin (Modern Jiangsu Province's Yangzhou Yangtze bridge)2 steep doors have been built on section, section between the steep door of this twice, two steep doors of control is sequentially opened and closed Water level, ship sails or descending with regard to that can overcome in the height of water.Between Song dynasty Yong Xi(Christian era 984-987)In the Xihe River(Modern river Canal between Su Sheng Huaian-Huaiyin)Build two steep doors, the step of spacing 50(It is roughly equal to 76 meters), steep door is provided with delivery equipment, and this is just It is Xi Hezha famous on Chinese history, is the blank of modern ship lock.
In Europe, single lock comes across Holland first in 12nd century.Italy in 1481 starts to build ship lock.After 20th century, In the U.S., the Soviet Union and every Western Europe country, due to the development of exploitation and the shipping in river, the quantity of ship lock gradually increases, technically Update.
Ship lock is main by lock chamber, lock head, three essential parts of approach channel and water-carriage system, entrance erea, linkage section, anchoring Ground, remote dispatching station, guidance structure, by ship building, gate and valve, open/close machinery, electrical control equipment and communication, the assistant director of a film or play The affiliated facilities such as boat, operational management and production, life ancillary building etc. are constituted.
The species of ship lock is a lot, and different species can be divided into by its feature.According to the geographical position residing for ship lock and lockage Ship is different, can be divided into inland river ship lock and sea lock.According to the difference of ship lock series, lift lock and multilift lock can be divided into (Such as Three Gorges five-cascaded ship lock).According to ship lock line number, one-lane locks and multilane lock can be divided into.The characteristics of being used according to ship lock, There are wide room ship lock, water saving lock in built ship lock(Such as Guilin Ship Lock In Spring Lake), all kinds such as lift-lock.
According to《Inland navigation standard》(GB 50139-2014), ship lock rank is by the design maximum ship tonnage stroke opened the navigation or air flight Be divided into 7 grades, the corresponding design maximum ship tonnage of I-VII grade of ship lock be respectively 3000 tons and the above, 2000 tons, 1000 tons, 500 Ton, 300 tons, 100 tons, 50 tons.
Three Gorges Ship Lock is double-way and five-step continuous ship locks, and scale is unique, can be rated as ship lock maximum in the world.Its total length 6.4 kilometers, wherein 1.6 kilometers of lock main body part, 4.8 kilometers of approach channel.The overall design head of five-level ship lock is 113 meters, single The maximum operating head polishing 45.2m of level, single-stage lock chamber effective dimensions is 280*34*5m(The long wide * sill headwater depths of *), it is in the world Series is most, gross head highest inland river ship lock.Ship lock has 24 fan miter gates, and 2/3rds miter gate is high 36.75 meters (38.5 meters of maximum height), it is wide 20.2 meters, it is thick 3 meters, weigh 850 tons, area is with weight close to two basketball courts, its profile The first in the world, is known as " peerless door ".
Guilin Ship Lock In Spring Lake is current domestic still unprecedented single-stage, two-wire, water saving lock.
The domestic Funing County's ship lock of Jiangsu Province's Yancheng City (refer to accompanying drawing 5 --- Funing County's ship lock satellite map sectional drawing plan), Construction period is in November, 1972 in October, 1974, is come into operation in June, 1975.Ship lock is by six grades of navigation channel standards, three-level Hydraulic structure requires design, and using the first Y-shaped horizontal layout form of a lock three, three face lift walls are circular arc, arc The least radius of lift wall is about 40 meters.One head bay connection North Jiangsu Main Irrigation Canal upstream, two tail-bays are respectively communicated with Soviet Union Northern main irrigation canal downstream and small Zhong He navigation channels, have linked up total canal, lane housing course line.Three lock head width are 10 meters, and lock chamber is total Long 135 meters, design lockage ability is per 1500~2000 tons of lock.
At present, the most ship lock of line number is the domestic line ship lock of good fortune ear Clarke four of Holland on the Rhine in the world;Series Most multilift locks is six grades of ship lock in Kama of the Soviet Union;The maximum lift lock of head is water on Soviet Union Eerqisihe River Head is 42 meters of Wu Sijika Burmas Nuo Geersike ship lock;305 meters of Panama Canal lock chamber length, wide 33.5 meters, ship exists 26 meters can be lifted or reduced in ship lock.
Ship lift and ship lock the ship navigation facility that to be two kinds different.Ship lift is opened the navigation or air flight, and is commonly called as ship " seat elevator ", i.e. ship Oceangoing ship enters ship booster supporting compartment, and ship lift makes ship reception chamber and ship integrally be lifted by hoisting mechanism, realizes ship or up or down Bypass the dam site.
Ship lift mainly has dry fortune formula ship lift, hydraulic type ship lift, floating drum as a kind of mechanical facility of lift vessel Formula ship lift, inclined ship lifts, vertical ship lift several types.Ship lift is saved water than ship lock or hardly consumed Water, on the river of few water or artificial canal, this is an important advantage.In the navigation structure of high water head, ship lift Cost be usually less than ship lock.Ship lift biggest advantage is that the navigation time greatly shortens than the ship lock navigation time.
At present, the whole world does not develop hydraulic type ship lift.Float-type ship lift, also due to the construction and maintenance of floating drum well It is relatively difficult, do not continue to build yet.Using longitudinal direction more than inclined ship lifts, simply in particular cases just building in waters and land-based area Make horizontal inclined ship lifts.Compared with vertical ship lift, inclined ship lifts are easily managed and safeguarded, build what is produced without high-altitude Complicated technical problem and operation problem.Major defect is that, in the case where hoisting depth is big, circuit is long, influences handling capacity;Become The stability berthed in speed traveling, influence railway carriage or compartment.Dry fortune is simply in the case where the initial stage and the tonnage of ship that ship lift develops are little Use, and mostly small-sized ramp type.The ship lift for more than the hundreds of tons ships that modern times build is wet fortune.Balance weight type vertically rises Ship machine, can be greatly reduced the liter ship power of system, easy to maintenance, so being widely used.It is now maximum flat in the world Load retaining wall vertical ship lift is the Sha Erbeineike vertical ship lifts of Germany Elbe branch canal.And present generation Maximum longitudinal inclined ship lifts are the Peter Krass Noah Er Sike of Russian Yenisey longitudinal inclined ship lifts in boundary.And The Fu Erjike of Britain Scotland has rotation ship lift.
The existing ship lift of China more than 60, is distributed mainly on 12 provinces such as Zhejiang, Hunan, Hubei.Most of is lifting 50 The small-sized inclined ship lifts of the following ship of ton, use height wheel or height rail to keep the horizontal level of ship reception chamber.Only Hubei Two ship lift exceptions of Geheyan Project and Fujian Shuikou, they are built as Three-Gorges Ship-lift " testing machine ".
Three-Gorges Ship-lift is climbed solution technique using rack-and-pinion, safe and reliable.Three-Gorges Ship-lift entirety facility is by upstream Approach channel, head bay, ship reception chamber, tail-bay and lower approach composition.Three-Gorges Ship-lift is quick as passenger steamer and extraordinary ship Cross dam passage, be completely always about 5000m, 146 meters of ship railway carriage or compartment room section king-post building height, 113 meters of maximum lifting height, maximum is carried Liter weight is more than 1.55 ten thousand tons, 30 meters of upstream navigable water stage luffing, 11.8 meters of downstream navigable water stage luffing.Its main body ship reception chamber is long 132 meters, wide 23.4 meters, high 10 meters, the ships'passing dam of 3000 tonnes of lifting.It has that lifting weight is big, lift is high, upstream and downstream is logical Boat range of stage is big, water level variability is fast and navigation condition is deposited by river load, ship lock fills sluicing and hinge aerial drainage is influenceed Feature, is worldwide largest, technical difficulty highest ship lift.
Three-Gorges Ship-lift goes into operation in April, 2009, is built after 6 years more, prototype testing success on December 21st, 2015, is This in the world maximum " rising ship elevator " input trial operation lay a good foundation.After Three-Gorges Ship-lift puts into operation, ships'passing dam Time was foreshortened to 40 minutes or so by original more than 3 hours, it is contemplated that the dam ability excessively of annual 6000000 tons of increase.
Most long navigable flume, i.e. Magdeburg Canal-water viaduct in the world are had in Germany.On the water viaduct lacks The shipping IWF of lower two water channels.
The construction history of world's ship lock and ship lift is made a general survey of, solid is there is no so far in built all kinds of ship lock of all times The intercommunication ship lock of intersection, the water transport interchange also not with water transportation IWF.
2. ship type in standardization
To promote Jinghang Canal, the work of Huaihe River water system ships that transport ship type in standardization, on December 25th, 2012, communications and transportation Issue in portion《On announcing Jinghang Canal, Huaihe River water system lockage ships that transport standard ship dimension series and pertinent regulations》's Bulletin(Department of Transportation announce 2012 No. 73), implemented from 1 day April in 2013《Jinghang Canal, Huaihe River water system lockage fortune Defeated ship standard ship dimension series》, it is desirable to about practitioner and related management unit according to《Dimension series》Build ship Oceangoing ship and implement management work.In addition, other water system ships that transport ship type in standardization of China work is equally had regulations to abide by, This is repeated no more.
《Jinghang Canal, Huaihe River water system lockage ships that transport standard ship dimension series》Middle 1.3.2 regulations:Capital Hang Yun River, Sha-Yinghe river-Huaihe River main line lockage Ship's Principal Dimensions should meet the serial overall length LOA of this yardstick, beam overall BOA pertinent regulations, its Middle Jinghang Canal, Huaihe River main line lockage Bulk Cargo Ship, the maximum of tanker and lockage barge and lockage container ship standard ship Ship type principal dimensions is taken passages respectively is listed in table 1, table 2, table 3.
The Jinghang Canal of table 1, Huaihe River main line lockage Bulk Cargo Ship, tanker, standard ship dimension series
Ship type title BOA m LOA m Reference Design absorbs water m With reference to loading tonne t It is applicable boat domain
Capital Huaihe River goods -10 13.8 63~68 3.0~3.3 2000 Jinghang Canal
The Jinghang Canal of table 2, Sha-Yinghe river-Huaihe River main line lockage barge standard ship dimension series
Ship type title BOA m LOA m Reference Design absorbs water m With reference to loading tonne t It is applicable boat domain
Refute -8 in capital Huaihe River 15.8 64~75 2.6~3.3 2000-3000 Jinghang Canal
The Jinghang Canal of table 3, Sha-Yinghe river-Huaihe River main line lockage container ship standard ship dimension series
Ship type title BOA m LOA m Reference Design absorbs water m With reference to loading tonne t It is applicable boat domain
Jing Huaiji -6 13.8 65~68 2.5~3.0 100 Jinghang Canal
It follows that Jinghang Canal, Huaihe River water system lockage ships that transport standard ship beam full-size are 15.8 meters, ship Long full-size is 75 meters.
Jinghang Canal, the ship of Huaihe River water system lockage ships that transport standard ship are twin screw.Theoretically, it is double The ship of propeller can cast.By to Co., Ltd of Ship Design research institute of Jiangsu Province and Jiangsu Province Hongze County boat Transport the Ship Design such as Co., Ltd, learnt using investigating for unit, actual use shipping on current water transport market Ship is dual-propeller thruster, and some freighters have also installed first lateral thruster additional in bow so that shipping ship can be with original place Revolution;Actually shipping ship is generally also taken that fore is cast anchor in korneforos or tied up to bow on the bollard of lock chamber and then turned The method of dynamic stern turns to realize to turn round;Therefore, shipping ship disclosure satisfy that in the sufficiently large lock chamber that its hull is turned to (I.e. long and width is all higher than in the lock chamber of boat length)Carrying out minor-circle turn has no problem.
3. two grades of navigation channels of Used in Huaihe River Channel Progect trace-stacking
Used in Huaihe River Channel Progect road is parallel with North Jiangsu Main Irrigation Canal, against its north side, west from Hongchehu Lake Er Hezha, to the east of Binhai County The Huanghai Sea is injected at shoulder pole port, by the Qingpu District of Jiangsu Province Huai'an, the Funing in Huaian area and Yancheng City, Binhai County, total length 162.3 kilometers, river course is wide 750 meters, deep about 4.5 meters, and respectively in Huaian area within the border with Jinghang Canal, in Binhai County within the border with leading to The crossings on different level of elm canal, forms Huaian hinge(Water grade separation)With strand hinge(Water grade separation).
Huaian hinge(Water grade separation)It is hole Grade Separation Project waterborne under the largest upper groove of Asia similar projects, positioned at Jiangsu The Used in Huaihe River Channel Progect road mileage pile No. 27K+ in the province Huai'an Huaian area south of a city, Jinghang Canal and North Jiangsu Main Irrigation Canal intersection north side At 890, effect is to meet the flood discharge of Used in Huaihe River Channel Progect road and Jinghang Canal navigation, and bottom culvert presses latter design flood discharge flow 2270 Cubic meters per second, the cubic meters per second of flood discharge flow 2890 is forced to design, totally 15 hole, 108.604 meters of Parallel to the flow direction length, vertical water Flow 122.4 meters of direction length, 6.8*8.0 meter of single hole cross dimensions, top navigable flume press II-(3)Standard for navigation is designed, clear span 80.0 meters.First stage of the project design flood control standard combines at a specified future date for 300 years one chances.The hinge(Water grade separation)By national Ministry of Water Resources batch Standard, 3.5 hundred million yuan of estimated budget investment, in October, 2000 puts into operation, and in October, 2003 builds up water flowing.
Strand hinge(Water grade separation)It is one-level hydraulic structure, is also to adopt at Used in Huaihe River Channel Progect road 111K+ 057 With hole structure type under groove, it makes outfall waterway and Tongyu canal grade separation, it is ensured that two water systems are independent, and engineering effect is to meet Huaihe River River outfall waterway flood discharge, water drainage and the navigation of Tongyu canal.Bottom is East and West direction box culvert, the flood discharge row as Used in Huaihe River Channel Progect road Water, makes the high water flood passage of outfall waterway and partially deep excess water pass through Tongyu canal and enters sea, bottom culvert presses latter design flood discharge flow 2270 cubic meters per seconds, force the cubic meters per second of flood discharge flow 2890 design, -9.0 meters of culvert floor elevation(With the Yellow River zero of giving up Point is defined), totally 23 hole, 6.0*6.5 meters of single hole cross dimensions.Top is that north-south navigable flume is designed by III standard for navigation, groove It is wide 58.0 meters.First stage of the project design flood control standard combines at a specified future date for 300 years one chances.The hinge(Water grade separation)By national Ministry of Water Resources Approval, 2.8 hundred million yuan of estimated budget investment is put into operation in October, 2000, and in July, 2002 is checked and accepted by Underwater Engineering, in June, 2003 Build up comprehensively.
Used in Huaihe River Channel Progect road Jinghang Canal intersection Huaian hinge(Water grade separation)To even Shen line Tongyu canal intersection strand Hinge(Water grade separation)83 kilometers of section is that planning Trunk highway navigation channel --- the important component of Huaihe River channel, is the Yangtze River Delta High-grade waterway network planning is drawn and national cruiseway plans the high-grade waterway determined with layout of port, is also to include State Council batch Accurate《Littoral Jiangsu Province development plan》In important port inland transport navigation channel, initial planning grade be three-level.
According to State Council approved《Basin of Huaihe River unified plan(2012-
2030)》、《Basin of Huaihe River plan for flood control》, Hongchehu Lake enter river enter sea design flood carrying capacity need to bring up to 20000- 23000/s, Hongchehu Lake flood control standard reaches 300 years chances, is that this need to implement Used in Huaihe River Channel Progect road the second stage of the project, by its flood passage Ability brings up to 7000/s.162.3 kilometers of Used in Huaihe River Channel Progect road river course overall length, present situation river course Jinghang Canal west(Referred to as transport west) For Dan Hong, long 27.89 kilometers, Jinghang Canal east(Referred to as transport east)For double deep, 134.41 kilometers of length.Plan river course the second stage of the project rule Mould is:8.0 meters~0 meter of west section bed level of the river is transported, 500~784~280 meters of river bed width transports 0 meter of eastern section thalweg bed level of the river ~-4.0 meters, 280~230~350 meters of river bed width;17.27~6.1 meters of crest elevation of levee of design, design flood level 15.95~ 3.6 meters, Huaian hinge(Water grade separation)Design 12.73 meters of flood control level(Under culvert), strand hinge(Water grade separation)Design flood control level 8.16 rice(Under lock);By Huaian hinge(Water grade separation)Ground is contained to be extended to 45 holes by former 15 hole, by strand hinge(Water grade separation)Contain on ground Extended by former 23 hole to 63 holes.Refer to《Used in Huaihe River Channel Progect road the second stage of the project statement of the effect to be occasioned on the environment(Abridged edition)》.
On November 6th, 2015, Department of Transportation's reply is agreed to Used in Huaihe River Channel Progect road the second stage of the project Jinghang Canal with eastern section River course, bridge and the ship lock related to navigation is implemented by II grade of navigation channel standard.Reply is pointed out, is added using Used in Huaihe River Channel Progect road It is fast to build Huaihe River channel, for improving Yangtze River Delta continent high-grade waterway net layout, promote River valley economy development to have important Effect, also complies with water resources comprehensive utilization principle.
4. the proposition of water transport interchange
On Used in Huaihe River Channel Progect road be superimposed II grade of navigation channel, II grade of navigation channel of itself and Jinghang Canal, III grade of Tongyu canal navigation channel it Between the urgently early settlement of water transport transfer problem.At present, Huaian hinge(Water grade separation), strand hinge(Water grade separation)Function only The flood discharge of Used in Huaihe River Channel Progect road and Jinghang Canal navigation and the navigation of Tongyu canal are disclosure satisfy that, without possessing ship in Used in Huaihe River Channel Progect Water transport IWF between road, Jinghang Canal, Tongyu canal, then to existing Huaian hinge(Water grade separation), strand hinge (Water grade separation)On the premise of being retained and being made full use of, explore and solve this at two and its similar water transport interchange has Pass problem values obtain us and carry out innovation and design studies.
The content of the invention
It is an object of the invention to:Design a kind of cross three-dimensional ship lock and water transport interchange, efficiently solve two Navigable river with certain height of water makes with certain height of water in the water transport intercommunication of its cross or T-shaped intersection Two intersect and the ships that transport in navigable river can convenient lockage, safe intercommunication is unblocked.
The present invention technical solution be:Cross intersection in two rivers with certain height of water, will Two lift locks are set in the way of levels right-angled intersection is superimposed, and head bay, the tail-bay of two lift locks are all provided with There is gate, and two rivers are connected in the upstream and downstream of cross intersection by approach channel respectively so that positioned at the single-stage ship of lower floor The lock chamber top of lock is concordant with the lock chamber top of the lift lock positioned at upper strata, so as to form a lock chamber relatively depth and another Lock chamber compares new-type three-dimensional ship lock shallower, combined type, with cross lock chamber, by the control of culvert system with The water level adjusted in cross lock chamber rises or falls, and ship is in cross lock chamber during high water level(With the river water of high water level Position is consistent)Direction is turned by the twin screw of itself, either turns to or takes by the first lateral thruster installed on the bow Fore band cable is fixed and stern is turned to, or comprehensive using the steering of first two method, realizes the ship in low water level or high water level river Oceangoing ship is turned in high water level or low water level river, enable it is each to ship safe intercommunication, it is unblocked.
The cross three-dimensional ship lock is water transport interchange, is specifically divided into full through type water transport interchange, and partly straight Formula water transport interchange;The former preferentially ensures based on the two-way navigation lockage ship of straight line of two cross rivers, to turn to lockage Supplemented by ship;The latter preferentially ensures based on the two-way navigation lockage ship of straight line of a cross rivers, to turn to supplemented by lockage ship.
In order to ensure that the current in the high water level river in the ship straight trip lockage in low water level river circulate without interrupting, in place In the both sides of the lock chamber of the lift lock on upper strata, the lock chamber that the lift lock positioned at lower floor is worn under culvert system is set and shape Into inverted-siphon water passage, to balance the water level of high water level lock chamber upstream and downstream;Inverted-siphon two ends set down-the-hole type plane steel work Make gate and hydraulic gate hoist.
In order to create larger steering space to the ship that course is turned in the cross lock chamber in high water level, and avoid Perpendicular type lift wall in ship collision perpendicular type lift wall, the upper strata lock chamber that cross is formed is made with certain curvature The upper strata lock chamber circular arc type lift wall of radius.
In order to lift the ship in low water level or landing high water level river, on the upper strata of the three-dimensional ship lock of cross full through type Lock chamber circular arc type lift wall with the upper tail-bay of lower floor's lock chamber intersection and lower floor's lock chamber, setting four road high water level differences respectively Miter gate, remaining is set to the miter gate of low water level difference;And in lower floor's lock chamber of cross half through type three-dimensional ship lock At upper tail-bay, the miter gate of two road high water level differences is set respectively, and remaining is set to the miter gate of low water level difference;All locks Door uses herringbone type steel gate, and the set-up mode of its gate is identical with conventional ship lock.
The perpendicular type confluent angle of lower floor's lift wall and upper strata lock floor is made into circular arc type intersection, to avoid its right angle Intersection, which puts, touches lockage ship, passes through beneficial to lockage safety of ship.
Between two layers of lock chamber be provided with culvert system, its water-carriage system using short gallery form, long gallery form or Both forms for being combined are selected according to the size actual conditions of the height of water, with the ship in two layers of lock chamber above and below causing with The eustasy of lock chamber water level overcomes the difference of two river levels, realize the safety conversion of waterborne vessel in two rivers with Intercommunication.
With being equipped with multigroup floating bollard, its set-up mode and conventional ship lock phase in lower floor lock chamber in the lock chamber of upper strata Together.
On upper strata, the overhung in lock chamber and the center line crosspoint of lower floor's lock chamber sets traffic lights, or selects in lock The appropriate location scattering device on room wall wall top, lifting, straight trip and or left or right steering for commanding lockage ship.
When fleet needs to be diverted through ship lock, fleet is disintegrated into single ship, turns and turns in favor of single ship Safety, assembles after whole team's ship is turned to and again in approach channel and forms a team to continue to navigate by water.
In addition to the innovation structure involved by the ship lock of above-mentioned water transport interchange, the lock chamber of the water transport interchange ship lock, Lock head, approach channel and water-carriage system, entrance erea, linkage section, berthage, remote dispatching station, guidance structure, by ship building, The affiliated facility such as gate and valve, open/close machinery, electrical control equipment and communication, Zhu Daohang, operational management and production, life auxiliary are built Build the composition of thing and set identical with conventional ship lock.
The waterway classification of two cross rivers according to residing for cross three-dimensional ship lock, the different need of ship lockage flow Ask, the cross three-dimensional ship lock has a variety of specific combination forms of expression:Single line lift lock and single line lift lock cross Three-dimensional ship lock, the three-dimensional ship lock of two-wire twin-stage ship lock and the cross chiasma type of two-wire twin-stage ship lock, the single line twin-stage ship of chiasma type Three-dimensional ship lock, single line lift lock and the cross chiasma type of two-wire twin-stage ship lock of lock and the cross chiasma type of two-wire twin-stage ship lock Three-dimensional ship lock.
Different according to the river cross modal of two cross rivers, cross three-dimensional ship lock is reduced to T by such as T-junction Type solid ship lock;Equally, T-shaped three-dimensional ship lock also has many forms:Single line lift lock is handed over single line lift lock T words The three-dimensional ship lock of forked type, the three-dimensional ship lock of two-wire twin-stage ship lock and two-wire lift lock T font chiasma types, single line twin-stage ship lock with The three-dimensional ship lock of the cross chiasma type of two-wire lift lock.
When the height of water in two intersecting rivers is sufficiently large, the water transport grade separation of solid type ship lock then using " top aqueduct+ Bottom culvert " formula structure, top aqueduct is continous way " lock chamber " aqueduct, bottom culvert for can current can sluice again of ship drain off floodwaters Multiple lock chambers lock chamber formula culvert arranged side by side, formed " contain under upper groove, culverts and water gates unification ", have water transport navigation concurrently and flood discharge draining work( Energy, compound dual-purpose water transport water conservancy community.
The present invention has advantages below:
First, initiate water transport interchange.Make a general survey of the history of China's ship lock development, so far built each of China The water transport intercommunication ship lock of crossings on different level is there is no in class ship lock, the present invention has been initiated has the cross of certain water-head at two Or the intersection in the river of T-junction sets crossings on different level formula water transport intercommunication ship lock, that is, has initiated water-borne transport interchange, made The ship for going to all directions must be needed to realize convenient lockage by the water transport interchange, safe intercommunication is unblocked.
Second, water conservancy of making overall plans water transport.The water transport interchange, which not only possesses, overcomes the water-head in two rivers to realize The function of waterborne vessel intercommunication conversion, is provided simultaneously with controlling the lock head water level in two cross or T-shaped rivers that cross, by high-order river The function in water tuning low level river, integrates control water water transfer and shipping grade separation etc. is multi-functional.When in flood control urgent period, water Transport interchange and stop shipping, the relevant gate for opening corresponding lock chamber is drained off floodwater.
3rd, technical scheme reasonable.The technical scheme of the water transport interchange belongs to integrated innovation scheme, is by two Stack combinations are in two cross or T-junction rivers with certain water-head above and below the conventional single-stage one-lane locks progress of seat Flow at joint, when the lift wall and lock floor using upper strata lock chamber are being interrupted with lower floor lock chamber connecting place, and lower floor's lock The lift wall of room and lock floor straight line insertion, lower floor's lock floor be in same level on, be so conducive to low water level and Ship in high water level river being capable of the two-way quick lockage of straight line;When the lift wall and lock floor straight line using upper strata lock chamber During insertion, when upper strata lock floor is in same level, two part lock floor of lower floor's lock chamber is less than upper strata lock chamber Bottom plate, is so conducive to the two-way quick lockage of the ship straight line in high water level river;Therefore, its structure is rational;Moreover, I The multistage single line of the built same size of state(Or multiple line)The construction experiences of ship lock provide a reference, the Gate of such as Three Gorges Ship Lock Technology, therefore, its technology are also feasible.
4th, with sightseeing function.The water transport interchange is an item collection control water water transfer and shipping interchange etc. Multi-functional Large Infrastructure Projects engineering, belongs to the pioneering water transport interchange in the world, is gone sightseeing with larger Value.
5th, economic results in society are notable.The water transport interchange is by the water grade separation of traditional key water control project and water transport Ship lock combines integrated innovation achievement, and it integrates control water water transfer and shipping grade separation etc. is multi-functional so that water grade separation and ship lock Heavy construction land used is have shared, the foundation of heavy construction has been shared, intensive large-scale hydraulic structure engineering, its economic benefit It is very significant;Meanwhile, the water transport interchange has water conservancy and water transport and the triple functions gone sightseeing, its social benefit Also will be very considerable.
Brief description of the drawings
Fig. 1 is the cross three-dimensional ship lock of full through type and full through type water transport interchange floor map(Size in figure Unit:CM).
Fig. 2 is the three-dimensional ship lock of cross half through type and half through type water transport interchange floor map(Size in figure Unit:CM).
Fig. 3 is the water transport interchange schematic diagram that Jinghang Canal is set with Used in Huaihe River Channel Progect road infall.
Fig. 4 is that Tongyu canal sets water transport interchange schematic diagram with Used in Huaihe River Channel Progect road infall.
Fig. 5 is Funing County of Jiangsu Province ship lock satellite map sectional drawing plan.
Embodiment
The technical solution of the present invention is further illustrated with reference to embodiment, embodiment is not to be construed as to technology The limitation of scheme.
Embodiment 1:Cross intersection in two rivers with certain height of water, by two lift locks according to The mode of levels right-angled intersection superposition is set, and head bay, the tail-bay of two lift locks are equipped with gate, and pass through pilotage Road connects two rivers in the upstream and downstream of cross intersection respectively so that positioned at lower floor lift lock lock chamber top with being located at The lock chamber top of the lift lock on upper strata is concordant, forms that a lock chamber is relatively deep and that another lock chamber compares is shallower, multiple Novel solid ship lock box-like, with cross lock chamber, is controlled with adjusting in cross lock chamber by culvert system Water level rises or falls, and ship can be in cross lock chamber during high water level(It is consistent with the river level of high water level)By itself Twin screw turn direction, either turn to or take fore Liner tail to turn by installing first lateral thruster on the bow To, or it is comprehensive using the steering of first two method, realize the ship turning high water level or low water level in low water level or high water level river In river, enable it is each to ship safe intercommunication, it is unblocked.
The cross three-dimensional ship lock is water transport interchange, is specifically divided into full through type water transport interchange such as Fig. 1 institutes Show, and half through type water transport interchange is as shown in Figure 2;The former preferentially ensures the two-way navigation lockage of straight line of two cross rivers Based on ship, turn to supplemented by lockage ship;Based on the preferential two-way navigation lockage ship of straight line for ensureing a cross rivers of the latter, Turn to supplemented by lockage ship.
Embodiment 2:Exemplified by setting water transport interchange in Jinghang Canal and Used in Huaihe River Channel Progect road infall, such as Fig. 3 institutes Show.
The Used in Huaihe River Channel Progect road mileage pile No. of Jinghang Canal and Used in Huaihe River Channel Progect road intersection is 27K+890.
Used in Huaihe River Channel Progect road is planned to II grade of navigation channel, the bed level of the river of its section that intersects with Jinghang Canal is 0.00 meter, In culvert/contain lower flood control level be 13.33 meters/12.73 meters, lowest navigable stage be 3.00 meters, highest navigable stage be 6.00 meters, Northern bank river levee crest level is about 16.33 meters~15.23 meters, southern bank river levee crest level is about 14.70 meters.
Jinghang Canal is now II grade of navigation channel, and its bed level of the river that section is intersected with Used in Huaihe River Channel Progect road is 3.50 meters, one As navigable water stage be 8.50-9.50 meters, design water level be 10.80 meters, highest navigable stage(That is check water level)For 11.20 meters, Two sides river levee top design altitude is 14.70 meters.
Jinghang Canal differs+5.20 meters with the highest navigable stage in Used in Huaihe River Channel Progect road.
With reference to National Standard of the People's Republic of China《Inland navigation standard》(GB 50139-2014)Table 4.1.4 ship lock Effective scale, using above-mentioned two river level-crossing point as reference point, with reference to Used in Huaihe River Channel Progect road the second stage of the project to former Huaian hinge(Water Grade separation)Enlarging planning, in its north side, the suitable Used in Huaihe River Channel Progect road that is positioned parallel to of selection excavates the navigation pilotage of its upstream and downstream Road, centered on the crosspoint of the approach channel and Jinghang Canal, in Jinghang Canal and this two rivers of Used in Huaihe River Channel Progect road approach channel The upstream and downstream of stream respectively set II grade of double lock, altogether 8 lock chambers, and the scale of each lock chamber is long 280 meters of * wide by 34 5.0 meters of rice * water depth on sill, and long 128 meters of wide 128 meters of * section lock chamber that crosses is set in this four ship lock intersections;Positioned at Huaihe River The bottom plate of four lock chambers and section lock chamber that crosses on outfall waterway approach channel in the same level of lower floor's low water level lock chamber, And the bottom plate of four lock chambers on Jinghang Canal is in the same level of upper strata high water level lock chamber;The lock of all lock chambers Ceiling is concordant;The perpendicular type lift wall that upper strata lift wall and lower floor's lift wall are crossed to form is set to certain radius(Fig. 3 Middle selection R1=15 meters)Circular arc type lift wall, the right-angle folding that cross section lift wall and Jinghang Canal lock floor are crossed to form Face is set to the arc surface with certain radius;2With 6、1 With 5Gate is respectively arranged at the upstream and downstream lock of Jinghang Canal At head, 9With 13 、10With 14Gate is respectively arranged at the upstream and downstream lock head of Used in Huaihe River Channel Progect road approach channel, and 3With 7 、 4 With 8 、11 With 15 、12 With 16Gate is respectively arranged at circular arc type lift wall and linear pattern lock in the lock chamber of upper strata The intersection of room wall;It is synchronous that gallery water-carriage system is set, as shown in phantom in FIG.;Corresponding lock is entered by ship lock scheduling lockage ship Room, and according to the larger radius of turn of the turning track acquisition in section lock chamber that crossed shown in Fig. 3(From R2>=96 meters)To turn Course;Traffic lights not figure 3 illustrates;In section lock chamber that crosses, ship realizes that the method turned to is by the double of itself Propeller turns direction, either turns to or take fore Liner tail to turn to by the first lateral thruster installed on the bow, or It is comprehensive to be turned to using first two method;So, by upper and lower two layers of ship lock right-angled intersection of layer be superimposed, just form one it is cross The large stereo ship lock of intersection-i.e. full through type water transport interchange.
Describe the application method of the full through type water transport interchange in detail with reference to Fig. 3, its step is as follows:
(1)Jinghang Canal up-downgoing ship line navigation:When closing 1 、2 、5 、6With 11、12、15 、16Lock Behind the door, it is filled with water to by gallery water-carriage system into Jinghang Canal lock chamber and section lock chamber that crosses and the capital outside tail-bay gate thereon Hang Yunhe water levels are concordant, then open 1 successively 、2 、3、4With 5 、6 、7、8Gate, the up-downgoing allowed in Jinghang Canal Ship line navigation lockage;
(2)Ship in Jinghang Canal or Used in Huaihe River Channel Progect road synchronously turns to Used in Huaihe River Channel Progect road or Jinghang Canal:When 11、12With 15、16When gate is closed, from Jinghang Canal upstream or downstream and it will need to turn to row to the left or to the right The ship sailed calls in Jinghang Canal lock chamber, closes 1 、2With 5 、6Gate;Meanwhile, will it is up from Used in Huaihe River Channel Progect road or under Go and need the ship of leftward or rightward Turning travel to call in Used in Huaihe River Channel Progect road lock chamber, close 9 、10With 13 、14Lock Door, and be filled with water to and cross in section lock chamber and Jinghang Canal lock chamber into Used in Huaihe River Channel Progect banister room by gallery water-carriage system Water level is concordant, then opens 11、12With 15 、16Gate, the ship of Turning travel is believed in traffic the need for allowing in all lock chambers The appropriate location of corresponding lock chamber is gone under the commander of signal lamp in an orderly manner;Turn off 11、12With 15 、16Gate, passes through gallery Water level in water-carriage system sluicing reduction Used in Huaihe River Channel Progect road lock chamber opens 9 to concordant with the water level of lower approach thereon 、 10With 13 、14Gate, makes the ship for having turned to and declining in Used in Huaihe River Channel Progect road lock chamber drive into Used in Huaihe River Channel Progect road Upstream or downstream;It is synchronous to open 1 、2With 5 、6Gate, makes the ship for having risen and having turned in Jinghang Canal lock chamber Oceangoing ship drives into the upstream or downstream of Jinghang Canal;
(3)Used in Huaihe River Channel Progect road up-downgoing ship line navigation:Close 3 、4With 7 、8Gate, passes through gallery water delivery The water level that system sluices in reduction Used in Huaihe River Channel Progect road lock chamber and section lock chamber that crosses extremely with Used in Huaihe River Channel Progect road outside tail-bay Water level is concordant, opens 9 、10、11 、12With 13 、14、15、16Gate, allows Used in Huaihe River Channel Progect road up-downgoing ship straight Line navigates by water lockage;
(4)Ship turning Jinghang Canal in Used in Huaihe River Channel Progect road:When 9 、10、11 、12、13 、14、15 、16 Gate is in opening, and 1 、2、3 、4、5 、6、7 、8When gate is in closed mode, it will enter from Huaihe River Seawater road upstream or downstream simultaneously need the ship of leftward or rightward Turning travel to call in Used in Huaihe River Channel Progect road lock chamber, close 9 、 10With 13 、14Gate, is filled with water to and capital Hangzhoupro by gallery water-carriage system into Used in Huaihe River Channel Progect road lock chamber and section lock chamber that crosses Water level is concordant in canal lock room, opens 3 、4With 7 、8Gate, row is turned to the need for allowing in four, Used in Huaihe River Channel Progect road lock chamber The ship sailed is diverted to the appropriate location in Jinghang Canal lock chamber in an orderly manner under the commander of traffic lights, then opens 1 、2 With 5 、6Gate, makes the ship having turned in Jinghang Canal lock chamber drive into the upstream or downstream of Jinghang Canal;
(5)Ship turning Used in Huaihe River Channel Progect road in Jinghang Canal:When 9 、10、13 、14Gate is closed And other gates are when being switched on, from Jinghang Canal upstream or downstream and the ship of leftward or rightward Turning travel will be needed to call in capital Hang Yunhe lock chambers, close 1 、2With 5 、6Gate;By the ship of Turning travel the need in Jinghang Canal lock chamber in traffic The appropriate location gone in an orderly manner under the commander of signal lamp in Used in Huaihe River Channel Progect road lock chamber;Turn off 11、12With 15 、16Lock Water level in door, the reduction Used in Huaihe River Channel Progect road lock chamber that sluiced by gallery water-carriage system to the upstream and downstream pilotage of Used in Huaihe River Channel Progect road The water level in road is concordant, opens 9 、10With 13 、14Gate, makes to have turned in Used in Huaihe River Channel Progect road lock chamber and declines ship Oceangoing ship drives into the upstream or downstream in Used in Huaihe River Channel Progect road;
(6)Select and repeat the above steps depending on feelings:As needed, select and repeat the above steps 1 or 2 or 3 or 4 or 5, with the lockage demand for all directions for meeting ship;In above-mentioned steps 2,4,5, it is necessary to turn left or turn right ship must Must be according to ship trajectory camber line shown in section lock chamber that crossed in Fig. 3(Dotted line)Turning travel, to obtain larger radius of turn (Maximum radius of turn R in Fig. 32>=96 meters), dispatching ship by ship lock can realize into corresponding lock chamber;In section lock chamber that crosses In, ship realizes that the method turned to is to turn direction by the twin screw of itself, or is pushed away by the first side installed on the bow Device is turned to, or takes fore Liner tail to turn to, or comprehensive using the steering of first two method.
Embodiment 3:Exemplified by setting water transport interchange in Tongyu canal and Used in Huaihe River Channel Progect road infall, such as Fig. 4 institutes Show.
The outfall waterway mileage pile No. of Tongyu canal and Used in Huaihe River Channel Progect road infall is 111K+057.
Used in Huaihe River Channel Progect road is planned to II grade of navigation channel, and the bed level of the river of its section that intersects with Tongyu canal is -3.5 meters ~-4.5 meters~-3.0 meters (- 4.0 meters~-3.0 meters of ship lock lower approach river bed -4.5 meters~ship lock upper approach river bed)、 In culvert/contain lower flood control level be 8.76 meters/8.16 meters, lowest navigable stage be 1.00 meters, highest navigable stage be 4.00 meters.Ship Lock upper approach crest elevation of levee is 11.20 meters, and ship lock lower approach crest elevation of levee is 7.00 meters.
Tongyu canal is III grade of navigation channel, and its bed level of the river that section is intersected with Used in Huaihe River Channel Progect road is -4.00 meters, water logging control Water level is 2.58 meters, lowest navigable stage is -0.20 meter, highest navigable stage is 2.00 meters, 1.00 meters of ordinary water level, two sides river Crest elevation of levee is 7.00 meters.
Used in Huaihe River Channel Progect road differs+2.00 meters with the highest navigable stage in Tongyu canal.
According to pertinent regulations, two grades of navigation channels can be driven into by navigating by water whole ships in III grade of navigation channel, and be navigated by water II The larger ship in part in level navigation channel cannot drive into III grade of navigation channel;Therefore, in strand hinge(Water grade separation)Place sets water transport Interchange should consider to design its radius of turn in water transport interchange according to the maximum ship in III grade of navigation channel.
With reference to National Standard of the People's Republic of China《Inland navigation standard》(GB 50139-2014)Table 4.1.4 ship lock Effective scale, using above-mentioned two river level-crossing point as reference point, with reference to Used in Huaihe River Channel Progect road the second stage of the project to former strand hinge(Water Grade separation)Enlarging planning, in its north side, the suitable Used in Huaihe River Channel Progect road that is positioned parallel to of selection excavates the navigation pilotage of its upstream and downstream Road, centered on the crosspoint in the approach channel Yu Tongyu canal, III grade of single line ship is respectively set in the upstream and downstream in Tongyu canal Lock, counts two lock chambers, the scale of each lock chamber is wide 5.0 meters of the 23 meters of * water depth on sill of long 230 meters of *;Draw in Used in Huaihe River Channel Progect road The upstream and downstream in navigation channel respectively set II grade of double lock, count four lock chambers, the scale of each lock chamber is long 280 meters of * wide by 34 5.0 meters of rice * water depth on sill, and long 128 meters of wide 128 meters of * section lock chamber that crosses is set in this four ship lock intersections;Positioned at Huaihe River The bottom plate of four lock chambers and section lock chamber that crosses on outfall waterway approach channel in the same level of lower floor's low water level lock chamber, And the bottom plate of two lock chambers on the canal of Tongyu is in the same level of upper strata high water level lock chamber;The lock of all lock chambers Ceiling is concordant;The perpendicular type lift wall that upper strata lift wall and lower floor's lift wall are crossed to form is set to certain radius(Fig. 4 Middle selection R1=47 meters)Circular arc type lift wall, the right-angle folding that cross section lift wall and Tongyu canal lock floor are crossed to form Face is set to the arc surface with certain radius;1With 5、2With 6Gate is respectively arranged at Used in Huaihe River Channel Progect road approach channel At the lock head of upstream and downstream, 9With 10Gate is respectively arranged at the upstream and downstream lock head in Tongyu canal, and 3With 7 、4 With 8 、11With 12Gate is respectively arranged at the intersection of circular arc type lift wall and linear pattern lift wall;It is synchronous that culvert system is set As shown in phantom in FIG.;Corresponding lock chamber is entered by ship lock scheduling lockage ship, and according to the steering in section lock chamber that crossed shown in Fig. 4 Track obtains larger radius of turn(From R2>=64 meters)To turn course;Traffic lights not figure 4 illustrates;Crossing In section lock chamber, ship realizes that the method turned to is to turn direction by the twin screw of itself, or by installing on the bow First lateral thruster is turned to, or takes fore Liner tail to turn to, or comprehensive using the steering of first two method;So, will be upper and lower Layer two layers of ship lock right-angled intersection superposition, the large stereo ship lock-i.e. full through type water transport for just foring a cross intersection is mutual Logical grade separation.
Describe the application method of the full through type water transport interchange in detail with reference to Fig. 4, its step is as follows:
(1)Tongyu canal up-downgoing ship line navigation:When 3、4 、7 、8、9 、10、11 、12Gate is in During closed mode, by gallery water-carriage system be filled with water into Tongyu canal lock chamber and section lock chamber that crosses with above and below the canal of Tongyu Swim the outer water level of lock head concordant, then open 9 successively、10、11 、12Gate, makes the up-downgoing ship straight line in the canal of Tongyu navigate Row lockage;
(2)Ship in Tongyu canal, Used in Huaihe River Channel Progect road turns to Used in Huaihe River Channel Progect road or Tongyu canal simultaneously:When 3、 4 、7 、8 When gate is closed, from Tongyu canal upstream or downstream and leftward or rightward Turning travel will be needed Ship calls in Tongyu canal lock chamber, closes 9 、10Gate;Meanwhile, from Used in Huaihe River Channel Progect road upstream or downstream and it will need to the left Or the ship of Turning travel calls in Used in Huaihe River Channel Progect road lock chamber to the right, 1 is closed 、2、5 、6Gate, and it is defeated by gallery Water system is filled with water to and water level is concordant in the canal lock room of Tongyu and in section lock chamber that crosses into Used in Huaihe River Channel Progect banister room, then is opened 3 、4 、7 、8、11 、12The need in gate, four, Used in Huaihe River Channel Progect road lock chamber and in the lock chamber of two, Tongyu canal Or the ship of left or right Turning travel goes to the appropriate location of corresponding lock chamber in an orderly manner under the commander of traffic lights, 9 are opened、10 Gate, makes the ship for having risen and having turned in the lock chamber of Tongyu canal drive into the upstream or downstream in Tongyu canal;Together Step closes 3、4 、7 、8Gate, the water level sluiced in reduction Used in Huaihe River Channel Progect banister room by gallery water-carriage system to Water level outside Used in Huaihe River Channel Progect road approach channel upstream and downstream lock head is concordant, opens 1 、2、5 、6Gate, makes Used in Huaihe River Channel Progect road The ship for having turned to and declining in lock chamber drives into the upstream or downstream in Used in Huaihe River Channel Progect road;
(3)Used in Huaihe River Channel Progect road up-downgoing ship line navigation:When 11 、12When gate is closed, pass through corridor Road water-carriage system sluice water level that reduction crosses in section lock chamber and in Used in Huaihe River Channel Progect road lock chamber extremely with the pilotage of Used in Huaihe River Channel Progect road Water level outside road upstream and downstream lock head is concordant, opens 1 、2、3、4 、5 、6 、7、8 Gate, makes on Used in Huaihe River Channel Progect road Descending ship line navigation lockage;
(4)Ship turning Tongyu canal in Used in Huaihe River Channel Progect road:When 11、12Gate is closed, and 1 、2、3 、4 、5 、6、7 、8Gate be in opening when, will from Used in Huaihe River Channel Progect road upstream or downstream and need to A left side or the to the right ship of Turning travel call in Used in Huaihe River Channel Progect road lock chamber, close 1 、2、5 、6Gate, it is defeated by gallery Water system is filled with water to, opening 11 concordant with the water level in the lock chamber of Tongyu canal into Used in Huaihe River Channel Progect road lock chamber and section lock chamber that crosses、12Gate, by the ship of the two directional steerings travelings in left and right the need in Used in Huaihe River Channel Progect road lock chamber traffic lights finger Wave down and go in an orderly manner in the lock chamber of Tongyu canal, then the ship for having risen and having turned to allowed in the lock chamber of Tongyu canal drives into Tongyu The upstream or downstream in canal;
(5)Ship turning Used in Huaihe River Channel Progect road in the canal of Tongyu:When 1、2、5 、6Gate is closed, and 3 、4 、7 、8、9 、10、11 、12When gate is in opening, from Tongyu canal upstream or downstream and it will need The ship of leftward or rightward Turning travel calls in Tongyu canal lock chamber, closes 9 、10Gate, makes to need in the lock chamber of Tongyu canal The ship of the two directional steering travelings in left and right goes to the suitable of Used in Huaihe River Channel Progect road lock chamber in an orderly manner under the commander of traffic lights Work as position, turn off 3、4 、7 、8Gate, being sluiced by gallery water-carriage system reduces in Used in Huaihe River Channel Progect road lock chamber Water level opens 1 to concordant with the water level outside Used in Huaihe River Channel Progect road approach channel upstream and downstream lock head 、2、5 、6Gate, allows Huaihe River The ship for having turned to and declining in the outfall waterway lock chamber of river drives into the upstream or downstream in Used in Huaihe River Channel Progect road;
(6)Select and repeat the above steps depending on feelings:As needed, select and repeat the above steps 1 or 2 or 3 or 4 or 5, with the lockage demand for all directions for meeting ship;In above-mentioned steps 2,4,5, it is necessary to turn left or turn right ship must Must be according to ship trajectory camber line shown in section lock chamber that crossed in Fig. 4(Dotted line)Turning travel, to obtain larger radius of turn (Maximum radius of turn R2 >=64 meter in Fig. 4), dispatching ship by ship lock can realize into corresponding lock chamber;In section lock chamber that crosses In, ship realizes that the method turned to is to turn direction by the twin screw of itself, or is pushed away by the first side installed on the bow Device is turned to, or takes fore Liner tail to turn to, or comprehensive using the steering of first two method.

Claims (10)

1. cross three-dimensional ship lock and water transport interchange, it is characterized in that its method of construction is:With certain water-head Two rivers cross intersection, the form that two lift locks are superimposed according to levels right-angled intersection sets, two lists Head bay, the tail-bay of level ship lock are equipped with gate, and connected respectively by approach channel two rivers cross intersection it is upper, Downstream so that the lock chamber top positioned at the lift lock of lower floor is concordant with the lock chamber top of the lift lock positioned at upper strata, forms one Lock chamber is relatively deep and another lock chamber compares three-dimensional ship lock shallower, combined type, with cross lock chamber, passes through Culvert system controls to rise or fall with adjusting the water level in cross lock chamber so that ship can be in cross lock chamber Twin screw during high water level by itself under the instruction of traffic lights turns course, or by installing head on the bow Lateral thruster is turned to, and either takes fore Liner tail to turn to or comprehensive using the steering of first two method, so as to realize low water In position or ship turning high water level or low water level river in high water level river so that unblocked respectively to safety of ship intercommunication.
2. cross three-dimensional ship lock according to claim 1 and water transport interchange, it is characterized in that its specific construction side Method is:Cross intersection O points in two rivers with certain water-head, by two lift locks according to levels cross Cross-superimposed method is set, and head bay, the tail-bay of two lift locks are equipped with gate, respectively 1 、2 、3 、4 Gate, and two rivers are connected in the upstream and downstream of cross intersection by approach channel respectively so that positioned at the lift lock of lower floor Lock chamber top with positioned at upper strata lift lock lock chamber top it is concordant so that formed a lock chamber A relatively depth and another Lock chamber B compares three-dimensional ship lock shallower, combined type, with cross lock chamber, passes through the control of culvert system with adjusting The water level saved in cross lock chamber rises or falls so that ship can be in the cross lock consistent with the river level of high water level In room during high water level, course is turned by the twin screw of itself under traffic lights C instruction, or by installed in ship The first lateral thruster of head is turned to, and is either taken fore Liner tail to turn to or integrate and is turned to using first two method, so that real In existing low water level or ship turning high water level or low water level river in high water level river so that each to safety of ship intercommunication, freely It is logical without hindrance.
3. cross three-dimensional ship lock according to claim 2 and water transport interchange, it is characterized in that:It includes full through type Water transport interchange and half two kinds of structure types of through type water transport interchange;For using water wisely, the former lock in lock chamber A Room A and lock chamber B intersection sets 5 、6Deep gate, lock chamber B of the latter in lock chamber B and lock chamber A intersection sets 7 、8Shallow water gate.
4. cross three-dimensional ship lock according to claim 2 and water transport interchange, it is characterized in that:Described three-dimensional ship lock And water transport interchange is provided accordingly to according to the difference of river cross modal:The water transport intercommunication of T fonts solid ship lock is stood Hand over;The water transport interchange of single line or two-wire, single-stage or twin-stage and its three-dimensional ship lock of mixed type.
5. cross three-dimensional ship lock according to claim 2 and water transport interchange, it is characterized in that:Its used traffic Signal lamp is the leggy water transport interchange traffic lights for rising, decline, turning left, turn right and keeping straight on;Traffic lights are adopted Take the overhead for being suspended on water transport interchange center, or the scattered periphery lift wall wall top installed in water transport interchange center Appropriate location;The wall intersection of every two sides lift wall in its upper strata lock chamber is using the circular arc with certain curvature radius Type lock chamber metope, in favor of the safety of ship turning traveling.
6. cross three-dimensional ship lock according to claim 2 and water transport interchange, it is characterized in that:Full through type water transport is mutual Lower floor's lift wall of logical grade separation uses the circular arc type joint face with certain curvature radius with upper strata lock floor intersection, with Safety is risen or fallen in lock chamber beneficial to ship lockage.
7. cross three-dimensional ship lock according to claim 2 and water transport interchange, it is characterized in that:Ship is cross In lock chamber during high water level, namely it is consistent with the river level of high water level, pass through gear and all steering ship turnings of schedule When the maximum orbital radius of traveling, and turn course using the twin screw of itself under traffic lights C instruction, or pass through The first lateral thruster installed on the bow is turned to, and is either taken fore Liner tail to turn to or integrate and is turned using first two method To so as to realize in the ship turning high water level or low water level river in low water level or high water level river so that respectively pacify to ship Full intercommunication, it is unblocked.
8. cross three-dimensional ship lock according to claim 2 and water transport interchange, it is characterized in that:Full through type water transport is mutual Logical grade separation in order to the ship for ensureing in low water level river keep straight on lockage when high water level river current circulation without interrupting, positioned at The both sides of the lock chamber of the lift lock on upper strata, wear the lock chamber bottom of the lift lock positioned at lower floor under being set with reference to culvert system Plate and the water passage for forming inverted-siphon, to balance the water level outside high water level lock chamber upstream and downstream lock head;Inverted-siphon two ends set latent Hole planar steel main gate and hydraulic gate hoist.
9. cross three-dimensional ship lock according to claim 2 and water transport interchange, it is characterized in that:By section lock chamber that crosses Construction space reduces as much as possible while the steering demand of lockage ship is met, to cause the solid type ship lock runed for a long time Can using water wisely, and improve ship lockage efficiency.
10. cross three-dimensional ship lock according to claim 2 and water transport interchange, it is characterized in that:When two intersecting rivers During enough big of the height of water of stream, the water transport grade separation of the solid type ship lock then uses " top aqueduct+bottom culvert " formula structure, Top aqueduct is continous way " lock chamber " aqueduct, and bottom culvert is can ship be current can sluice multiple lock chambers for drainning off floodwaters again side by side Lock chamber formula culvert, so as to be formed " contain under upper groove, culverts and water gates unification ", have water transport navigation concurrently and flood discharge drain function, compound two Water transport water conservancy community.
CN201610194865.5A 2016-03-31 2016-03-31 Cross three-dimensional ship lock and water transport interchange Expired - Fee Related CN105780750B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610194865.5A CN105780750B (en) 2016-03-31 2016-03-31 Cross three-dimensional ship lock and water transport interchange

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610194865.5A CN105780750B (en) 2016-03-31 2016-03-31 Cross three-dimensional ship lock and water transport interchange

Publications (2)

Publication Number Publication Date
CN105780750A CN105780750A (en) 2016-07-20
CN105780750B true CN105780750B (en) 2017-08-01

Family

ID=56395430

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610194865.5A Expired - Fee Related CN105780750B (en) 2016-03-31 2016-03-31 Cross three-dimensional ship lock and water transport interchange

Country Status (1)

Country Link
CN (1) CN105780750B (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110184987B (en) * 2019-02-22 2021-04-06 江苏省淮安市航道管理处 Double-groove combined overwater overpass on lower bridge and culvert of inland river
CN110853489B (en) * 2019-11-05 2021-08-10 中电建生态环境集团有限公司 Water system basin basic data acquisition method and device
CN111797504B (en) * 2020-06-05 2022-10-04 长江三峡通航管理局 Continuous multi-step ship lock operation step conversion method
CN112112116B (en) * 2020-10-23 2021-12-03 扬州大学 Crossroad hydro junction and operation method thereof

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1093427A (en) * 1993-04-05 1994-10-12 安徽省航道管理局 The staged ship lock that ship can cross is continuously crossed ship's method
NL1020761C1 (en) * 2002-06-05 2003-12-08 Jan Ing Hoekstra Canal lock, contains bellows which are emptied to lower water level once gates have been closed
CN103243698A (en) * 2013-05-07 2013-08-14 水利部交通运输部国家能源局南京水利科学研究院 Water-saving layout structure of parallel double-line huge navigation lock water conveyance system, and water conveyance method of water-saving layout structure
CN104196002B (en) * 2014-08-06 2016-02-03 浙江大学 Based on constant flow Control System of Navigation Lock and the method for liquid level difference
CN204825840U (en) * 2015-08-14 2015-12-02 长江水利委员会长江科学院 Full lock chamber water -carriage system that can adapt to extensive high -lift lock

Also Published As

Publication number Publication date
CN105780750A (en) 2016-07-20

Similar Documents

Publication Publication Date Title
CN105780750B (en) Cross three-dimensional ship lock and water transport interchange
CN104452719B (en) A kind of base plate transport formula ship lock
CN200967950Y (en) Gate bottom board for water-lock and navigation lock
CN101289842A (en) Underwater dredging conveyer way along the way
CN105672213A (en) Floating transportation type integral steel gate dam for coastal region
Tan et al. The Technical History of China's Grand Canal
CN1779080A (en) Automatic navigation lock and water way channel
CN102635086A (en) Inland water conservancy shipping hub setting method
CN103643664A (en) Vertical ship lift at hydropower station
CN205475122U (en) A whole steel gate dam of transportation by driving formula for coastal area
CN110184987A (en) Grade separation on inland river " double flute on lower bridges and culverts " Combined water
CN113463606A (en) Reconstruction and extension navigable building arrangement structure and construction method thereof
CN101096845B (en) Paddle wheel weir navigable fairway river course ship lock up-down system and operation method thereof
Niu The Three Gorges Project
CN107022975A (en) The integrated facility of one kind transport
CN112064614A (en) Ship lock double-layer water delivery system with longitudinally-through type water outlet at lock bottom
CN208830255U (en) A kind of multi-functional dyke of boundling main line
CN1093427A (en) The staged ship lock that ship can cross is continuously crossed ship's method
CN206328740U (en) A kind of water-saving ship lock
CN215715172U (en) Reconstruction and extension navigation building arrangement structure
Wang et al. Development strategies of water transport in the yellow river basin based on sustainable development
CN103195014A (en) Great wall on sea
CN115094819A (en) River flood discharge navigation water delivery engineering
Yu et al. Research on hydraulic characteristics of navigable tunnels of high-dam navigable structures and ship navigation test
CN203256720U (en) Water-saving arranging structure of water conveyance system with two parallel heavy locks

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170801

Termination date: 20210331