CN109267579A - Water level control system and its method for controlling water level in dell - Google Patents

Water level control system and its method for controlling water level in dell Download PDF

Info

Publication number
CN109267579A
CN109267579A CN201811049138.5A CN201811049138A CN109267579A CN 109267579 A CN109267579 A CN 109267579A CN 201811049138 A CN201811049138 A CN 201811049138A CN 109267579 A CN109267579 A CN 109267579A
Authority
CN
China
Prior art keywords
water
level
dell
forecast
water level
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.)
Pending
Application number
CN201811049138.5A
Other languages
Chinese (zh)
Inventor
吴光辉
郭志鑫
危鼎
张晓勇
陈新喜
李赟
谢高华
杨媛鹏
黄国强
李龙
李一龙
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.)
China Construction Eighth Engineering Division Co Ltd
Original Assignee
China Construction Eighth Engineering Division Co Ltd
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 China Construction Eighth Engineering Division Co Ltd filed Critical China Construction Eighth Engineering Division Co Ltd
Priority to CN201811049138.5A priority Critical patent/CN109267579A/en
Publication of CN109267579A publication Critical patent/CN109267579A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00Keeping dry foundation sites or other areas in the ground
    • E02D19/06Restraining of underground water
    • E02D19/10Restraining of underground water by lowering level of ground water
    • GPHYSICS
    • G05CONTROLLING; REGULATING
    • G05DSYSTEMS FOR CONTROLLING OR REGULATING NON-ELECTRIC VARIABLES
    • G05D9/00Level control, e.g. controlling quantity of material stored in vessel
    • G05D9/12Level control, e.g. controlling quantity of material stored in vessel characterised by the use of electric means

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Automation & Control Theory (AREA)
  • General Physics & Mathematics (AREA)
  • Physics & Mathematics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)

Abstract

The present invention provides water level control system and its method for controlling water level in a kind of dell, dell is equipped with the hole top reservoir in connection river and is used to form the water way of waterfall, water way is connected to hole top reservoir, the landscape pond being formed in dell below waterfall, the system includes: the first monitoring device, obtains first water level in river;Second monitoring device obtains the second water level of hole top reservoir;Third monitoring device obtains the third water level of landscape pond;Analog module is connected in three above-mentioned monitoring devices;Judgment module is connected in analog module;It is installed on the first electric gate valve and the second electric gate valve of hole top reservoir, reduces the water level and water yield of hole top reservoir;And electric draining pump, for arranging the water in landscape pond to municipal rainwater pipeline.What the present invention solved the problems, such as to build in the dell lower than periphery earth's surface anti-drains off floodwaters.

Description

Water level control system and its method for controlling water level in dell
Technical field
The present invention relates to technical field of building construction, and in particular to water level control system and its water level control in a kind of dell Method.
Background technique
The utilization of the underground space at present, the mostly basement of building structure, building connection corridor, underground traffic line etc., this The anti-flood drainage system of class building is more mature;But for the anti-flood drainage system built in the dell lower than periphery earth's surface, do not have Mature case is worth research.
Summary of the invention
To overcome the defects of present in the prior art, water level control system and its water level control side in a kind of dell are now provided Method anti-is drained off floodwaters with solve the problems, such as to build in the dell lower than periphery earth's surface.
To achieve the above object, method for controlling water level in a kind of dell is provided, the top of dell, which is formed with, is connected to river Hole top reservoir and be connected to the water way of hole top reservoir, the water way leads in the dell and in institute It states and forms waterfall in dell, the landscape pond positioned at the lower section of the waterfall, the hole top reservoir tool are formed in the dell There is the water inlet for being connected to the river and be connected to the water outlet of the water way, the water outlet is equipped with the first electric brake Door, the water inlet are equipped with the second electric gate valve, are equipped with electric draining in the landscape pond and pump, method for controlling water level packet in dell Include following steps:
First water level in the river is obtained in real time;
The second water level of hole top reservoir is obtained in real time;
The third water level of the landscape pond is obtained in real time;
First water level, second water level and the third that will acquire based on preset forecast level variable quantity The first forecast level, the second forecast level and third forecast level is calculated in water level;
Based on the first forecast level described in preset watermark threshold multilevel iudge, the second forecast level and third forecast level It is whether abnormal;
When first forecast level exceeds the watermark threshold, first electric gate valve and second electricity are controlled Dynamic gate reduces the water level of hole top reservoir to reserve the water storage space of hole top reservoir, controls the electric draining Water in the landscape pond is arranged the water storage space that the landscape pond is reserved to municipal rainwater pipeline by pump;
When second forecast level exceeds the watermark threshold, controlling first electric gate valve reduces the hole top The water yield of reservoir controls the electric draining pump and arranges the water in the landscape pond to reduce the water level of the water way The water storage space of the landscape pond is reserved to municipal rainwater pipeline;
When the third forecast level exceeds the watermark threshold, controlling first electric gate valve reduces the hole top The water yield of reservoir, control the electric draining pump water in the landscape pond is arranged it is described to reduce to municipal rainwater pipeline The water level of landscape pond.
Further, the hole top of the dell is equipped with waterwall, and the waterwall is along one circle of hole top setting, the gear The notch passed through for the water way is formed on waterwall, the waterwall includes end to end multiple water blocking unit walls, The water blocking unit wall includes cabinet, water fender, lifting device and the 4th monitoring device, and method for controlling water level is also in the dell Include:
When the first forecast level exception, the 4th water level of the side that meets water of the cabinet is obtained in real time;
When the 4th water level is positive number, controls the lifting device and rise the water fender to intercept the side that meets water Water body.
Further, the forecast level variable quantity be average daily unit area precipitation and average daily unit area evaporation capacity it Difference.
The present invention provides water level control system in a kind of dell, and the top of dell is formed with the hole top water storage for being connected to river Pond and the water way for being connected to hole top reservoir, the water way lead in the dell and in shape in the dell At waterfall, the landscape pond positioned at the lower section of the waterfall is formed in the dell, hole top reservoir, which has, is connected to institute It states the water inlet in river and is connected to the water outlet of the water way, water level control system includes: in dell
First monitoring device, for obtaining first water level in the river in real time;
Second monitoring device, for obtaining the second water level of hole top reservoir in real time;
Third monitoring device, for obtaining the third water level of the landscape pond in real time;
Analog module, for being based on preset forecast level variable quantity for first water level, second water level and institute It states third water level and the first forecast level, the second forecast level and third forecast level is calculated, be connected in first monitoring Device, second monitoring device and the third monitoring device;
Judgment module, for based on the first forecast level described in preset watermark threshold multilevel iudge, second prediction Whether water level and the third forecast level are abnormal, and the judgment module is connected in the analog module;
First electric gate valve, for judging first forecast level, the second prediction water based on the judgment module Position and/or the third forecast level control the water yield of the hole top reservoir when being abnormal, be installed on the water outlet;
Second electric gate valve, for judging first forecast level, the second prediction water based on the judgment module Position and/or the third forecast level control the inflow of the hole top reservoir when being abnormal, be installed on the water inlet;With And
Electric draining pump, for judging first forecast level, second forecast level based on the judgment module And/or the third forecast level is arranged the water in the landscape pond to municipal rainwater pipeline, the electric draining when being abnormal Pump is installed in the landscape pond.
Further, further include the waterwall enclosed along the hole top setting one of the dell, be formed with confession on the waterwall The notch that the water way passes through.
Further, the waterwall includes end to end multiple water blocking unit walls, and the water blocking unit wall includes:
Cabinet, is installed on the top of the dell, and the top of the cabinet offers the first socket, the cabinet it is opposite Two sides offer the second socket for being connected to first socket respectively;
Water fender can be inserted in first socket and second socket, the tool of the water fender up and downly There are the first side and second side of the water fender for connecting the water blocking unit wall of adjacent two;And
For going up and down the lifting device of the water fender, being set in the cabinet and being connected to the water fender.
Further, the lifting device is floating block, and the floating block is connected to the water fender and is placed in the cabinet Interior, the side that meets water of the cabinet offers water inlet.
Further, it is obtained in real time when the side that meets water of the cabinet is equipped with for being abnormal based on first forecast level The 4th monitoring device of the 4th water level of the side that meets water of the cabinet is taken, the 4th monitoring device is connected in the judgement mould Block, the lifting device are hydraulic cylinder, and the hydraulic cylinder is set in the cabinet and is connected to the water fender, described Hydraulic cylinder rises the water fender after the 4th monitoring device obtains the 4th water level as positive number.
Further, the top of the dell is formed with gutter, and the gutter is connected to the water way and city Political affairs rainwater pipeline, the gutter are located at the side that meets water of the waterwall.
It further, further include for judging first mimic water-depth, second simulation based on the judgment module The warning device that water level and/or the third mimic water-depth sound an alarm when being abnormal, the warning device, which is connected in, described to be sentenced Disconnected module.
The beneficial effects of the present invention are, in dell of the invention water level control system by real-time monitoring river water level, It is pre- to form forecast level variable quantity according to Recent Precipitation amount and evaporation variation tendency for hole top water storage pool water level and landscape pool water level The forecast level in river, hole top water storage pool water level and landscape pond is surveyed, and judges that river, hole top store according to preset watermark threshold Whether the forecast level of pond and landscape pond is abnormal, when forecast level exception, by controlling the first electric gate valve and second Electric gate valve walkthrough hole top reservoir controls the water outlet of water way by the second electric gate valve of control to reserve water space Amount, the water that the water walkthrough in landscape pond is entered to reduce in municipal rain pipe road landscape pond in advance by control electric draining pump Position reserves hydrospace and deals with flood crisis, anti-drains off floodwaters to realize to safe, accurate, automation in dell.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of water level control system in the dell of first embodiment of the invention.
Fig. 2 is cross-sectional view at H-H in Fig. 1.
Fig. 3 is the module diagram of water level control system in the dell of first embodiment of the invention.
Fig. 4 is the structural schematic diagram of the waterwall of water level control system in the dell of first embodiment of the invention.
Fig. 5 is the connecting node of the adjacent two piece water fender of water level control system in the dell of first embodiment of the invention Schematic diagram.
Fig. 6 is the connecting node of the adjacent two piece water fender of water level control system in the dell of first embodiment of the invention Top view.
Fig. 7 is the structural schematic diagram of the cabinet of water level control system in the dell of first embodiment of the invention.
Fig. 8 is the module diagram of water level control system in the dell of second embodiment of the invention.
Fig. 9 is the structural schematic diagram of the waterwall of water level control system in the dell of second embodiment of the invention.
Specific embodiment
Illustrate embodiments of the present invention below by way of specific specific example, those skilled in the art can be by this specification Other advantages and efficacy of the present invention can be easily understood for disclosed content.The present invention can also pass through in addition different specific realities The mode of applying is embodied or practiced, the various details in this specification can also based on different viewpoints and application, without departing from Various modifications or alterations are carried out under spirit of the invention.
First embodiment
Fig. 1 is that the structural schematic diagram, Fig. 2 of water level control system in the dell of first embodiment of the invention are in Fig. 1 at H-H Cross-sectional view, Fig. 3 are that the module diagram, Fig. 4 of water level control system in the dell of first embodiment of the invention are the present invention first The structural schematic diagram of the waterwall of water level control system, Fig. 5 is in the dells of first embodiment of the invention in the dell of embodiment The schematic diagram of the connecting node of the adjacent two piece water fender of water level control system, the dell that Fig. 6 is first embodiment of the invention The top view of the connecting node of the adjacent two piece water fender of interior water level control system, the depth that Fig. 7 is first embodiment of the invention The structural schematic diagram of the cabinet of underground water level controlling system.
It is formed with the hole top reservoir E for being connected to river A with Fig. 2, the top of dell refering to fig. 1 and is connected to hole top water storage The water way B of pond E.Water way B leads in dell and in formation waterfall F in dell.It is formed in dell positioned at waterfall F's The landscape pond C of lower section.Hole top reservoir E, which has, to be connected to the water inlet of river A and is connected to the water outlet of water way B.
Referring to figs. 1 to shown in Fig. 5, the present invention provides water level control systems in a kind of dell, comprising: the first monitoring device 1, the second monitoring device 2, third monitoring device 3, judgment module 5, controller 6, warning device 7, waterwall 8, the first electric brake The 9, second electric gate valve 9 ' of door and electric draining pump 10.
Specifically, the first monitoring device 1 for obtaining the first water level of river A in real time.Second monitoring device 2 is for real-time Obtain the second water level of hole top reservoir E.Third monitoring device 3 for obtaining the third water level of landscape pond C in real time.
Analog module 4 is connected in the first monitoring device 1, the second monitoring device 2 and third monitoring device 3 respectively.Simulation Module 4 is used to that the first water level, the second water level and third water level to be calculated first based on preset forecast level variable quantity Forecast level, the second forecast level and third forecast level.
Forecast level variable quantity is a numberical range, i.e., the water level variable of average daily unit area.Forecast level variation Amount is the difference of average daily unit area precipitation and average daily unit area evaporation capacity.Specifically, collecting nearly trimestral day destiny According to (for precipitation including but not limited to sleet hail, should cover all may bring the number of hydrological variation herein with precipitation data According to), it is calculated by analysis (difference of average daily unit area precipitation and average daily unit area evaporation capacity) close trimestral Daily water level variable.According to the trend of nearly trimestral daily water level variable, prediction obtains forecast level variable quantity.
Water level variable=△Average daily unit area precipitation—△Average daily unit area evaporation capacity.Wherein, △Average daily unit area precipitationIt can be by collecting meteorological data It obtains, △Average daily unit area evaporation capacityEstimated value can be calculated by Penman formula.
Judgment module 5 is connected in analog module 4.Judgment module 5 is used to be based on preset watermark threshold multilevel iudge first Whether forecast level, the second forecast level and third forecast level are abnormal.
Controller 6 is connected in judgment module 5.Warning device 7 is connected in controller 6.
Warning device 7 judges that the first forecast level, the second forecast level and/or third forecast level are in judgment module 5 It is sounded an alarm when abnormal, as long as one of i.e. the first forecast level, the second forecast level, third forecast level are judged module When being judged as abnormal, warning device is sounded an alarm.
Waterwall 8 is formed with the notch passed through for water way along one circle of the hole of dell G top setting, waterwall 8.Water blocking Wall is for stopping flood to diffuse in dell at the top of dell.
First electric gate valve 9 is set to the water outlet of hole top reservoir E.First electric gate valve 9 is connected in controller 6.First Electric gate valve 9 is used to judge the first forecast level, the second forecast level and/or third forecast level for exception based on judgment module When for exception when control hole top reservoir E water yield.The water inlet of hole top reservoir E is connected to river by penstock.Hole The water inlet for pushing up reservoir E is equipped with the second electric gate valve, and the second electric gate valve is used to judge based on judgment module the first prediction water The inflow of control hole top reservoir E, control when position, the second forecast level and/or third forecast level are exception when being exception The water body in river enters the inflow of hole top reservoir via penstock.
Electric draining pump 10 is set in landscape pond, and electric draining pump 10 is connected in controller 6.Electric draining pump 10 is used for By landscape pond C when judging the first forecast level, the second forecast level and/or third forecast level based on judgment module 5 for exception In water shift to an earlier date walkthrough and enter in municipal rain pipe road and deal with flood to reserve space.
Water level control system passes through real-time monitoring river water level, hole top water storage pool water level and landscape pond in dell of the invention Water level forms forecast level variable quantity prediction river, hole top water storage pool water level according to Recent Precipitation amount and evaporation variation tendency And the forecast level of landscape pond, and judge that the prediction of reservoir and landscape pond is pushed up in river, hole according to preset watermark threshold Whether water level is abnormal, when forecast level exception, passes through the first electric gate valve of control and the top water storage of the second electric gate valve walkthrough hole Pond is to reserve water space, by the second electric gate valve of control to control the water yield of water way, by control electric draining Pump, which in advance enters the water walkthrough in landscape pond in municipal rain pipe road, deals with flood to reduce the water level of landscape pond, reserve hydrospace Water crisis anti-drains off floodwaters to safe, accurate, automation in dell to realize.
Specifically, waterwall 8 includes end to end multiple water blocking unit walls.Water blocking unit wall includes: cabinet 81, water blocking Plate 82 and lifting device.
In the present embodiment, waterwall 8 is floatage-type waterwall.Lifting device is floating block 83.
Cabinet 81 is installed on the top of dell G.The side that meets water of cabinet 81 offers water inlet.The top of cabinet 81 offers Socket.Water fender 82 can be inserted in socket up and downly.Water fender 82 has for connecting adjacent second gear water unit wall First side of water fender 82 and second side.Floating block 83 is supported in the bottom of water fender 82, and floating block 83 is placed in the cabinet 81 It is interior.The size dimension of floating block is greater than the caliber size of socket, prevent floating block is from being sliding out cabinet by socket.The buoyancy of floating block Greater than the sum of floating block and the gravity of water fender.Preferably, the caliber size of socket is equal with the area of section of water fender, reduces and fill The flood for entering cabinet is overflowed from socket.Floating block 83 is used for when flood pours into cabinet via water inlet, will using natural buoyancy Water fender is held up to increase the height of waterwall, and then the flood of more high water level can be stopped to diffuse in dell.
The limit plate for limiting the minimum altitude of water fender is set to refering to Fig. 4, in cabinet 81.Limit plate is located at floating block 83 Lower section, to prevent floating block from dropping to the bottom of cabinet.
In conjunction with Fig. 4 and Fig. 5, the first side of water fender is formed with the first bonding jumper, and second side of water fender is formed with second Bonding jumper.First bonding jumper is located at the side that meets water of water fender, and the second bonding jumper is located at the land side of water fender.The first of water fender Second bonding jumper of bonding jumper and adjacent water fender, which mutually overlaps, to be agreed with, and can be fixedly connected with bolt.
In the present embodiment, the top of dell is formed with gutter 11, and gutter 11 is connected to water way B and dell top The municipal rainwater pipeline in portion, gutter 11 are located at the side that meets water of waterwall 8.Gutter 11 is in a ring.One end of gutter D connects In the first side of hole top reservoir E, the other end of gutter D is connected to second side of gutter D.
The present invention provides a kind of method for controlling water level of water level control system in dell, comprising the following steps:
S1: the first monitoring device 1 obtains the first water level of river A in real time, generates the first letter for carrying first water level Number and send the first signal.
S2: the second monitoring device 2 obtains the second water level of hole top reservoir E in real time, generation carries second water level Second signal simultaneously sends the first signal.
S3: third monitoring device 3 obtains the third water level of landscape pond C in real time, generates the third for carrying the third water level Signal simultaneously sends the first signal.
S4: analog module 4 obtain and in response to the first signal, second signal and third signal, be based on preset prediction water Position variable quantity, which calculates the first water level, the second water level and third water level, generates the first forecast level, the second forecast level and the Three forecast levels generate fourth signal and the transmission for carrying the first forecast level, the second forecast level and third forecast level.
S5: judgment module 5 obtains and predicts water in response to fourth signal, based on preset watermark threshold multilevel iudge first Whether position, the second forecast level and third forecast level are abnormal.
Watermark threshold specifically includes the of first watermark threshold in river, the second watermark threshold of water way and landscape pond Three watermark thresholds.
S51 judgment module 5 obtain and in response to fourth signal, it is pre- based on preset first watermark threshold multilevel iudge first Whether abnormal survey water level.When judgment module judges the first forecast level beyond the first watermark threshold, it is concurrent to generate the 5th signal Send the 5th signal.
S52 judgment module 5 obtain and in response to fourth signal, it is pre- based on preset second watermark threshold multilevel iudge second Whether abnormal survey water level.When judgment module judges the second forecast level beyond the second watermark threshold, it is concurrent to generate the 6th signal Send the 6th signal.
S53 judgment module 5 obtain and in response to fourth signal, based on preset third watermark threshold multilevel iudge third it is pre- Whether abnormal survey water level.When judgment module judges third forecast level beyond third watermark threshold, it is concurrent to generate the 7th signal Send the 7th signal.
S54 judgment module 5 obtain and in response to fourth signal, it is pre- based on preset first watermark threshold multilevel iudge first Whether abnormal survey water level.When judgment module judges the first forecast level lower than the first watermark threshold, it is concurrent to generate the 8th signal Send the 8th signal.
S55 judgment module 5 obtain and in response to fourth signal, it is pre- based on preset second watermark threshold multilevel iudge second Whether abnormal survey water level.When judgment module judges the second forecast level lower than the second watermark threshold, it is concurrent to generate the 9th signal Send the 9th signal.
S56 judgment module 5 obtain and in response to fourth signal, based on preset third watermark threshold multilevel iudge third it is pre- Whether abnormal survey water level.When judgment module judges third forecast level lower than third watermark threshold, it is concurrent to generate the tenth signal Send the tenth signal.
S6: controller 6 obtain and in response to the 5th signal, the 6th signal, the 7th signal, the 8th signal, the 9th signal and Tenth signal, and sound an alarm, control the first electric gate valve 9 and the second electric gate valve 9 ' to control the water level for cheating top reservoir E And water yield, the control electric draining of hole top reservoir E are pumped to control the row arranged the water of C in landscape pond to municipal rainwater pipeline Water.
Controller 6 obtained and in response to the 5th signal (as long as i.e. the first forecast level exceeds the first watermark threshold), and Control warning device 7 issue level-one flood warning, controller 6 control the first electric gate valve 9 increase top reservoir E water yield and Controlling the second electric gate valve 9 ' reduces the inflow of top reservoir E to reduce the water level of hole top reservoir, reserved hole top reservoir Water space, controller 6 controls electric draining pump and 10 arranges the water in landscape pond to municipal rainwater pipeline to reduce landscape pond Water level, reserved landscape pond water space.
Controller 6 obtains and (i.e. the first forecast level is normal, and the second forecast level exceeds the second water in response to the 6th signal When the threshold value of position), and control warning device 7 and issue level-one flood warning, control the first electric gate valve 9 increase top water storage of controller 6 The water yield and the second electric gate valve 9 ' of control of pond E reduces the inflow of top reservoir E to reduce the water level of hole top reservoir, control Device 6 processed controls electric draining pump 10 and the water in landscape pond is arranged to water level, the reserved scape for reducing landscape pond to municipal rainwater pipeline See the water space in pond.
Controller 6 obtained and in response to the 7th signal (when i.e. only third forecast level exceeds third watermark threshold), and controlled Warning device 7 processed issues level-one flood warning, controller 6 controls the water yield of the first electric gate valve 9 increase top reservoir E to drop The water yield of low hole top reservoir, controller 6 control electric draining pump 10 and arrange the water in landscape pond to municipal rainwater pipeline.
Controller 6 obtains and in response to the 8th signal, and controls warning device 7 and issue the alarm of level-one low water, the control of controller 6 Make the second electric gate valve 9 ' increase hole top reservoir inflow with improve hole top reservoir water level, controller 6 control it is electronic Draining pump 10 reduces the displacement arranged the water in landscape pond to municipal rainwater pipeline.
Controller 6 obtains and in response to the 9th signal, and controls warning device 7 and issue the alarm of level-one low water, the control of controller 6 Make the second electric gate valve 9 ' increase hole top reservoir inflow with improve hole top reservoir water level, controller 6 control it is electronic Draining pump 10 reduces the displacement arranged the water in the landscape pond to municipal rainwater pipeline.
Controller 6 obtains and in response to the tenth signal, and controls warning device 7 and issue the alarm of level-one low water, the control of controller 6 Make the first electric gate valve 9 increase top water yield of reservoir E, controller 6 controls that electric draining pump 10 reduces will be in landscape pond Water arranges the displacement to municipal rainwater pipeline.
Second embodiment
Fig. 8 is that the module diagram, Fig. 9 of water level control system in the dell of second embodiment of the invention are the present invention second The structural schematic diagram of the waterwall of water level control system in the dell of embodiment.
The difference of the present embodiment and first embodiment is only that: in the present embodiment, waterwall 8 is fluid pressure type waterwall, I.e. the lifting device of waterwall 8 is hydraulic cylinder.
Specifically, waterwall 8 includes end to end multiple water blocking unit walls.
Water blocking unit wall includes: cabinet 81, water fender 82, lifting device and the 4th monitoring device 84.Lifting device is liquid Air cylinder 83.
Cabinet 81 is installed on the top of dell G.The top of cabinet 81 offers socket.
4th monitoring device 84 is installed on the side that meets water for cabinet 81.4th monitoring device 84 is connected in the controller 4th water level of meet water side of 6 cabinets 81 for obtaining cabinet 81 in real time.
Water fender 82 can be inserted in socket up and downly.Water fender 82 has for connecting adjacent second gear water unit wall Water fender 82 the first side and second side.
Hydraulic cylinder 83 is set in cabinet 81 and is connected to water fender 82.Hydraulic cylinder 83 is connected in the controller 6. Hydraulic cylinder 83 is used for water fender 82 via socket lifting height, so that the height of waterwall rises.
Preferably, being equipped with sealing ring between socket and water fender, the flood that reduction pours into cabinet is overflowed from socket.Pass through liquid Air cylinder jacks the height of water fender to increase the height of waterwall, and then the flood of more high water level can be stopped to diffuse in dell.
The present invention provides a kind of method for controlling water level of water level control system in dell, comprising the following steps:
S1: the first monitoring device 1 obtains the first water level of river A in real time, generates the first letter for carrying first water level Number and send the first signal.
S2: the second monitoring device 2 obtains the second water level of hole top reservoir E in real time, generation carries second water level Second signal simultaneously sends the first signal.
S3: third monitoring device 3 obtains the third water level of landscape pond C in real time, generates the third for carrying the third water level Signal simultaneously sends the first signal.
S4: analog module 4 obtain and in response to the first signal, second signal and third signal, be based on preset prediction water Position variable quantity, which calculates the first water level, the second water level and third water level, generates the first forecast level, the second forecast level and the Three forecast levels generate fourth signal and the transmission for carrying the first forecast level, the second forecast level and third forecast level.
S5: judgment module 5 obtains and predicts water in response to fourth signal, based on preset watermark threshold multilevel iudge first Whether position, the second forecast level and third forecast level are abnormal.
Watermark threshold specifically includes the of first watermark threshold in river, the second watermark threshold of water way and landscape pond Three watermark thresholds.
S51 judgment module 5 obtain and in response to fourth signal, it is pre- based on preset first watermark threshold multilevel iudge first Whether abnormal survey water level.When judgment module judges the first forecast level beyond the first watermark threshold, it is concurrent to generate the 5th signal Send the 5th signal.
S52 judgment module 5 obtain and in response to fourth signal, it is pre- based on preset second watermark threshold multilevel iudge second Whether abnormal survey water level.When judgment module judges the second forecast level beyond the second watermark threshold, it is concurrent to generate the 6th signal Send the 6th signal.
S53 judgment module 5 obtain and in response to fourth signal, based on preset third watermark threshold multilevel iudge third it is pre- Whether abnormal survey water level.When judgment module judges third forecast level beyond third watermark threshold, it is concurrent to generate the 7th signal Send the 7th signal.
S54 judgment module 5 obtain and in response to fourth signal, it is pre- based on preset first watermark threshold multilevel iudge first Whether abnormal survey water level.When judgment module judges the first forecast level lower than the first watermark threshold, it is concurrent to generate the 8th signal Send the 8th signal.
S55 judgment module 5 obtain and in response to fourth signal, it is pre- based on preset second watermark threshold multilevel iudge second Whether abnormal survey water level.When judgment module judges the second forecast level lower than the second watermark threshold, it is concurrent to generate the 9th signal Send the 9th signal.
S56 judgment module 5 obtain and in response to fourth signal, based on preset third watermark threshold multilevel iudge third it is pre- Whether abnormal survey water level.When judgment module judges third forecast level lower than third watermark threshold, it is concurrent to generate the tenth signal Send the tenth signal.
S6: controller 6 obtain and in response to the 5th signal, the 6th signal, the 7th signal, the 8th signal, the 9th signal and Tenth signal, and sound an alarm, control the first electric gate valve to control the water yield of the water way, control electric draining pump To control the displacement arranged the water in the landscape pond to municipal rainwater pipeline.
Specifically, controller 6 obtains and in response to the 5th signal when watermark threshold (as long as i.e. the first forecast level exceed), Controller controls the sending of warning device 7 level-one flood warning, controller 6 controls going out for the first electric gate valve 9 increase top reservoir E Water and the second electric gate valve 9 ' of control reduce the inflow of top reservoir E to reduce the water level of hole top reservoir, reserved hole top The water space of reservoir, controller 6 control electric draining pump 10 and arrange the water in landscape pond to municipal rainwater pipeline to reduce The water space of the water level of landscape pond, reserved landscape pond.Meanwhile controller 6 opens the 4th monitoring device 84.4th monitoring device 84 obtain the 4th water level of the side that meets water of cabinet 81 in real time.
Controller 6 obtains and (i.e. the first forecast level is normal, and the second forecast level exceeds the second water in response to the 6th signal When the threshold value of position), and control warning device 7 and issue level-one flood warning, control the first electric gate valve 9 increase top water storage of controller 6 The water yield and the second electric gate valve 9 ' of control of pond E reduces the inflow of top reservoir E to reduce the water level of hole top reservoir, control Device 6 processed controls electric draining pump 10 and the water in landscape pond is arranged to water level, the reserved scape for reducing landscape pond to municipal rainwater pipeline See the water space in pond.
Controller 6 obtained and in response to the 7th signal (when i.e. only third forecast level exceeds third watermark threshold), and controlled Warning device 7 processed issues level-one flood warning, controller 6 controls the water yield of the first electric gate valve 9 increase top reservoir E to drop The water yield of low hole top reservoir, controller 6 control electric draining pump 10 and arrange the water in landscape pond to municipal rainwater pipeline.
Controller 6 obtains and in response to the 8th signal, and controls warning device 7 and issue the alarm of level-one low water, the control of controller 6 Make the second electric gate valve 9 ' increase hole top reservoir inflow with improve hole top reservoir water level, controller 6 control it is electronic Draining pump 10 reduces the displacement arranged the water in landscape pond to municipal rainwater pipeline.
Controller 6 obtains and in response to the 9th signal, and controls warning device 7 and issue the alarm of level-one low water, the control of controller 6 Make the second electric gate valve 9 ' increase hole top reservoir inflow with improve hole top reservoir water level, controller 6 control it is electronic Draining pump 10 reduces the displacement arranged the water in the landscape pond to municipal rainwater pipeline.
Controller 6 obtains and in response to the tenth signal, and controls warning device 7 and issue the alarm of level-one low water, the control of controller 6 Make the first electric gate valve 9 increase top water yield of reservoir E, controller 6 controls that electric draining pump 10 reduces will be in landscape pond Water arranges the displacement to municipal rainwater pipeline.
S7: controller 6 obtains the 4th water level, when the 4th water level is positive number (height that the 4th water level is higher than cabinet), Controller 6 controls hydraulic cylinder 83 and is raised above water fender 82.
It should be noted that this specification structure depicted in this specification institute accompanying drawings, ratio, size etc., only to cooperate The bright revealed content of book is not intended to limit the invention enforceable limit so that those skilled in the art understands and reads Fixed condition, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size, not It influences still fall in disclosed technology contents under the effect of present invention can be generated and the purpose that can reach and obtain In the range of capable of covering.Meanwhile it is cited such as "upper", "lower", "left", "right", " centre " and " one " in this specification Term is merely convenient to being illustrated for narration, rather than to limit the scope of the invention, the change of relativeness or tune It is whole, under the content of no substantial changes in technology, when being also considered as the enforceable scope of the present invention.
The present invention has been described in detail with reference to the accompanying drawings, those skilled in the art can be according to upper It states and bright many variations example is made to the present invention.Thus, certain details in embodiment should not constitute limitation of the invention, this Invention will be using the range that the appended claims define as protection scope.

Claims (10)

1. method for controlling water level in a kind of dell, which is characterized in that the top of dell is formed with the hole top water storage for being connected to river Pond and the water way for being connected to hole top reservoir, the water way lead in the dell and in shape in the dell At waterfall, the landscape pond positioned at the lower section of the waterfall is formed in the dell, hole top reservoir, which has, is connected to institute State the water inlet in river and be connected to the water outlet of the water way, the water outlet is equipped with the first electric gate valve, it is described into The mouth of a river is equipped with the second electric gate valve, is equipped with electric draining in the landscape pond and pumps, method for controlling water level includes following step in dell It is rapid:
First water level in the river is obtained in real time;
The second water level of hole top reservoir is obtained in real time;
The third water level of the landscape pond is obtained in real time;
First water level, second water level and the third water level that will acquire based on preset forecast level variable quantity The first forecast level, the second forecast level and third forecast level is calculated;
Based on the first forecast level described in preset watermark threshold multilevel iudge, the second forecast level and third forecast level whether It is abnormal;
When first forecast level exceeds the watermark threshold, first electric gate valve and second electric brake are controlled Door reduces the water level of hole top reservoir to reserve the water storage space of hole top reservoir, and controlling the electric draining pump will Water in the landscape pond arranges the water storage space that the landscape pond is reserved to municipal rainwater pipeline;
When second forecast level exceeds the watermark threshold, controlling first electric gate valve reduces the hole top water storage The water yield in pond controls the electric draining pump for the city Shui Paixiang in the landscape pond to reduce the water level of the water way Political affairs rainwater pipeline is to reserve the water storage space of the landscape pond;
When the third forecast level exceeds the watermark threshold, controlling first electric gate valve reduces the hole top water storage The water yield in pond controls the electric draining pump and arranges the water in the landscape pond to municipal rainwater pipeline to reduce the landscape The water level in pond.
2. method for controlling water level in dell according to claim 1, which is characterized in that the hole top of the dell is equipped with water blocking Wall, the waterwall are formed with the notch passed through for the water way, institute along one circle of hole top setting, the waterwall Stating waterwall includes end to end multiple water blocking unit walls, the water blocking unit wall include cabinet, water fender, lifting device and 4th monitoring device, method for controlling water level in the dell further include:
When the first forecast level exception, the 4th water level of the side that meets water of the cabinet is obtained in real time;
When the 4th water level is positive number, controls the lifting device and rise the water fender to intercept the water of the side that meets water Body.
3. method for controlling water level in dell according to claim 1, which is characterized in that the forecast level variable quantity is day The difference of equal unit area precipitation and average daily unit area evaporation capacity.
4. water level control system in a kind of dell, which is characterized in that the top of dell is formed with the hole top water storage for being connected to river Pond and the water way for being connected to hole top reservoir, the water way lead in the dell and in shape in the dell At waterfall, the landscape pond positioned at the lower section of the waterfall is formed in the dell, hole top reservoir, which has, is connected to institute It states the water inlet in river and is connected to the water outlet of the water way, water level control system includes: in dell
First monitoring device, for obtaining first water level in the river in real time;
Second monitoring device, for obtaining the second water level of hole top reservoir in real time;
Third monitoring device, for obtaining the third water level of the landscape pond in real time;
Analog module, for based on preset forecast level variable quantity by first water level, second water level and described the The first forecast level, the second forecast level and third forecast level is calculated in three water levels, be connected in first monitoring device, Second monitoring device and the third monitoring device;
Judgment module, for based on the first forecast level, second forecast level described in preset watermark threshold multilevel iudge And whether the third forecast level is abnormal, the judgment module is connected in the analog module;
First electric gate valve, for based on the judgment module judge first forecast level, second forecast level and/ Or the third forecast level is the water yield that hole top reservoir is controlled when exception, is installed on the water outlet;
Second electric gate valve, for based on the judgment module judge first forecast level, second forecast level and/ Or the third forecast level is the inflow that hole top reservoir is controlled when exception, is installed on the water inlet;And
Electric draining pump, for based on the judgment module judge first forecast level, second forecast level and/or Water in the landscape pond is arranged to municipal rainwater pipeline, the electric draining pump installation when third forecast level is abnormal In the landscape pond.
5. water level control system in dell according to claim 4, which is characterized in that further include being pushed up along the hole of the dell The waterwall of one circle is set, is formed with the notch passed through for the water way on the waterwall.
6. water level control system in dell according to claim 5, which is characterized in that the waterwall includes joining end to end Multiple water blocking unit walls, the water blocking unit wall includes:
Cabinet, is installed on the top of the dell, and the top of the cabinet offers the first socket, opposite two of the cabinet Side offers the second socket for being connected to first socket respectively;
Water fender can be inserted in up and downly in first socket and second socket, and having for the water fender is used The first side and second side in the water fender for connecting the two adjacent water blocking unit walls;And
For going up and down the lifting device of the water fender, being set in the cabinet and being connected to the water fender.
7. water level control system in dell according to claim 6, which is characterized in that the lifting device is floating block, institute It states floating block to be connected to the water fender and be placed in the cabinet, the side that meets water of the cabinet offers water inlet.
8. water level control system in dell according to claim 6, which is characterized in that the side that meets water of the cabinet is equipped with The 4th monitoring of the 4th water level of the side that meets water of the cabinet is obtained when for being abnormal based on first forecast level in real time Device, the 4th monitoring device are connected in the judgment module, and the lifting device is hydraulic cylinder, and the hydraulic cylinder is set It is placed in the cabinet and is connected to the water fender, the hydraulic cylinder obtains the 4th water in the 4th monitoring device Position be positive number after rise the water fender.
9. water level control system in dell according to claim 7, which is characterized in that the top of the dell is formed with row Ditch, the gutter are connected to the water way and municipal rainwater pipeline, and the gutter is located at meeting for the waterwall Water side.
10. water level control system in dell according to claim 8, which is characterized in that further include for being sentenced based on described Disconnected module issues when judging first mimic water-depth, second mimic water-depth and/or the third mimic water-depth for exception The warning device of alarm, the warning device are connected in the judgment module.
CN201811049138.5A 2018-09-10 2018-09-10 Water level control system and its method for controlling water level in dell Pending CN109267579A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811049138.5A CN109267579A (en) 2018-09-10 2018-09-10 Water level control system and its method for controlling water level in dell

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811049138.5A CN109267579A (en) 2018-09-10 2018-09-10 Water level control system and its method for controlling water level in dell

Publications (1)

Publication Number Publication Date
CN109267579A true CN109267579A (en) 2019-01-25

Family

ID=65187620

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811049138.5A Pending CN109267579A (en) 2018-09-10 2018-09-10 Water level control system and its method for controlling water level in dell

Country Status (1)

Country Link
CN (1) CN109267579A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110106958A (en) * 2019-05-14 2019-08-09 上海斐晟企业管理有限公司 A kind of flood discharging method and its equipment for groups of building in huge pit body
CN113420969A (en) * 2021-06-10 2021-09-21 广州资源环保科技股份有限公司 Management method and device of rainfall flood equipment

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102383404A (en) * 2011-09-25 2012-03-21 山东省水利科学研究院 Intelligent water retaining device
CN103345815A (en) * 2013-06-08 2013-10-09 清华大学 Urban storm flood monitoring and traffic controlling and guiding system and method
CN103559775A (en) * 2013-11-12 2014-02-05 武汉大学 Urban flood disaster early warning system and method
CN104499458A (en) * 2014-12-17 2015-04-08 天津大学前沿技术研究院有限公司 Intelligent self-elevating retention wall
CN105353711A (en) * 2015-10-29 2016-02-24 上海水顿智能科技有限公司 Intelligent draining scheduling system and method
CN107045653A (en) * 2016-02-05 2017-08-15 桓达科技股份有限公司 The prediction of dynamic flooding and caution system
CN207140662U (en) * 2017-08-11 2018-03-27 亚来(上海)建筑设计咨询有限公司 Artificial waterfall using building sun shield as waterfall delivery port

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102383404A (en) * 2011-09-25 2012-03-21 山东省水利科学研究院 Intelligent water retaining device
CN103345815A (en) * 2013-06-08 2013-10-09 清华大学 Urban storm flood monitoring and traffic controlling and guiding system and method
CN103559775A (en) * 2013-11-12 2014-02-05 武汉大学 Urban flood disaster early warning system and method
CN104499458A (en) * 2014-12-17 2015-04-08 天津大学前沿技术研究院有限公司 Intelligent self-elevating retention wall
CN105353711A (en) * 2015-10-29 2016-02-24 上海水顿智能科技有限公司 Intelligent draining scheduling system and method
CN107045653A (en) * 2016-02-05 2017-08-15 桓达科技股份有限公司 The prediction of dynamic flooding and caution system
CN207140662U (en) * 2017-08-11 2018-03-27 亚来(上海)建筑设计咨询有限公司 Artificial waterfall using building sun shield as waterfall delivery port

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110106958A (en) * 2019-05-14 2019-08-09 上海斐晟企业管理有限公司 A kind of flood discharging method and its equipment for groups of building in huge pit body
CN113420969A (en) * 2021-06-10 2021-09-21 广州资源环保科技股份有限公司 Management method and device of rainfall flood equipment

Similar Documents

Publication Publication Date Title
CN105951969B (en) A kind of water storage flood drainage system and storage discharge method
JP6873444B2 (en) A system that uses the energy storage pipes of multiple high-rise buildings to generate electricity
CN109267579A (en) Water level control system and its method for controlling water level in dell
CN109544865A (en) A kind of substation's waterlogging method for early warning and early warning system
CN110905063A (en) Waterway system of sponge city
CN205742461U (en) A kind of water-retention flood drainage system
CN111691525B (en) Drainage structure of sunken square and construction method thereof
CN104831682B (en) A kind of flood storage prevention waterlogging device increasing city river reservoir storage
CN106103856A (en) Start method and the drainage arrangement of the drainage arrangement for siphon liquid
CN205557473U (en) Remote control type floodwall dam gate
CN212674235U (en) Urban sewage pipeline drainage waterlogging-prevention monitoring system
CN204715287U (en) A kind of device of regulating and storing being applicable to city small and medium river channel
CN105064459A (en) Fire pool water-level control and water circulation method and system
CN106437842B (en) The auxiliary that subway crosses dewatering type tunnel between sea area simultaneous transfers drainage pumping plant
CN104878822A (en) Excess rainwater storage and drainage system and method
CN210737725U (en) Underground stepped water storage pool group for ski field
CN208167944U (en) It crosses sea, cross river section drainage pumping plant
CN109555090B (en) Ecological flow discharge facility for pumped storage power station and implementation method
CN107675753A (en) A kind of pump house flood system and its flood method
CN210002362U (en) Ecological flow discharge facility for pumped storage power station
CN113431138A (en) Construction method of rainwater system of garage sinking square
CN113463696A (en) Strong permeable stratum anti-drainage combined basement anti-floating structure and control method
CN211621855U (en) Waterway system of sponge city
CN206495242U (en) A kind of self-adapting large underground structure lets out drainage pressure-reducing anti-floating system
CN212452991U (en) Pulse type hydraulic self-cleaning rainwater pipe gallery and hydraulic self-cleaning device thereof

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20190125

RJ01 Rejection of invention patent application after publication