CN204919769U - System for excess surface water is used for clearing up - Google Patents
System for excess surface water is used for clearing up Download PDFInfo
- Publication number
- CN204919769U CN204919769U CN201520551644.XU CN201520551644U CN204919769U CN 204919769 U CN204919769 U CN 204919769U CN 201520551644 U CN201520551644 U CN 201520551644U CN 204919769 U CN204919769 U CN 204919769U
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- Prior art keywords
- water level
- excess surface
- catchmenting
- surface water
- ground
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Abstract
The utility model relates to a system for excess surface water is used for clearing up, system for excess surface water is used for clearing up include: the ground of catchmenting, water level monitoring system, drainage system and groundwater reservoir, water level monitoring system with drainage system be located the groundwater reservoir, the ground of catchmenting adopt " unilateral low dip " design, the ground of catchmenting collect the ponding on ground the groundwater reservoir in, water level monitoring system be used for monitoring ground water level and whether surpass the groundwater reservoir middle water level the upper limit value with be less than the lower limit value of water level, drainage system be used for with the groundwater reservoir in ponding discharge, avoid ponding hidden danger.
Description
Technical field
The utility model relates to safety in production field, particularly a kind of system for clearing up excess surface water.
Background technology
At present, there is low-lying topography areas in a lot of production operation scene, easily in these regions, excess surface water occurs, cause the common potential safety hazard sex chromosome mosaicism of productive life.In order to avoid the generation of these potential safety hazards, existing technology adopts two kinds of methods to remove a hidden danger usually, i.e. landfill foreign material and installation slush pump.But, adopt the method for landfill foreign material, cost of investment increased, and only when excess surface water is serious, just can be able to use; Adopt the method for installing slush pump, only can accomplish to avoid the serious ponding in ground, the excess surface water hidden danger of the low-lying physical features of generality can not be solved.
Summary of the invention
The purpose of this utility model is, for solving in the ordinary course of things, can clear up ground area water problem, the utility model provides a kind of system for clearing up excess surface water.
The utility model provides a kind of system for clearing up excess surface water, and described comprises for the system of clearing up excess surface water: ground of catchmenting, water level monitoring system, drainage system and groundwater reservoir.Described water level monitoring system and described drainage system are positioned at groundwater reservoir, described ground of catchmenting adopts " one-sided low dip " design, the ponding on ground is pooled in described groundwater reservoir by described ground of catchmenting, and whether described water level monitoring system exceeds the higher limit of described groundwater reservoir middle water level and the lower limit lower than water level for monitoring groundwater table; Described drainage system is used for the ponding in described groundwater reservoir to discharge.
Described groundwater reservoir comprises catchment sewer and storehouse of catchmenting.Described catchment sewer have employed the design of " one-sided low dip ", the described warehouse compartment that catchments is in the centre position of described catchment sewer, the below at angle of slope, and the inlet of the water inlet in described storehouse of catchmenting and described catchment sewer is in same plane, by excess surface water quick collecting to described storehouse of catchmenting, described excess surface water comes from ground of catchmenting.
Described water level monitoring system comprises: water level float meter, and gauge tap is fixedly connected with line and alarm circuit.Described water level float meter comprises: float meter, fly rod and trapped orbit.Described gauge tap comprises: magnetic patch, prap and connecting rod.Described drainage system comprises: slush pump, gutter and control loop.Described float meter is arranged in described storehouse of catchmenting, and with the lower end consolidation of described fly rod, described fly rod noose is in described trapped orbit; Described one end being fixedly connected with line and described fly rod consolidation, the described other end being fixedly connected with line and described connecting rod consolidation; Described magnetic patch is positioned at directly over described connecting rod, and described connecting rod is connected with described control loop with described alarm circuit respectively, and described control loop is in parallel with described alarm circuit; Described slush pump is arranged in described storehouse of catchmenting, its one end is connected with described control loop, its other end is connected with described gutter, the other end of described gutter stretches out the described non-ponding joint area in storehouse and the external world that catchments (as green area, slag ground, Large Underground water channel etc.).
Described ground of catchmenting is divided into waterproof district and infiltration district two parts.Described anti-pool is the walking of low-lying topography areas, operation path; The larger granulates such as garrulous bricks and stones are laid in described infiltration district; infiltration district sewer is set between described anti-pool and described infiltration district; at the intersection of described infiltration district and described catchment sewer, header is set; the ponding of the infiltration district sewer described in is everywhere pooled to the sewer of described catchment by described header, and then the storehouse of catchmenting described in flowing into.
The inside wall in described storehouse of catchmenting and bottom all take sclerosis, anticorrosion, resistance to erosion process, and bulk is according to region area and the setting of excess surface water empirical value.
Described anti-pool adopts hardened ground routinely, waterproofing work.
Described gauge tap needs parcel waterproof, insulation materials carries out closed processes.
The volume of volume (not containing the slope)+collecting well of the higher limit=sewer of described water level; The volume (not containing slope) in the lower limit=storehouse of catchmenting of described water level.
Infiltration district sewer described in the excess surface water produced imports by described infiltration district, then the catchment sewer described in being imported by described header, catchmenting in storehouse described in finally flowing into.Along with the described water level catchmented in storehouse rises, described float meter and described fly rod also rise thereupon, described fly rod pulls described connecting rod by described being fixedly connected with on alignment, and when water level rises in limited time, described connecting rod contacts with described magnetic patch, described gauge tap closes, described alarm circuit closes, system alarm, and the control loop simultaneously also closes, described drainage system starts draining, and water level starts to decline; When water level decreasing is prescribed a time limit to lower, described connecting rod and described magnetic patch depart from, and described gauge tap disconnects, and described alarm circuit and control loop also disconnect simultaneously, system stop alarm, and described drainage system stops draining.
The utility model has the advantage of: adopt " one-sided low dip " design, excess surface water quick collection is got up, has stopped on " muddy ground ", reduced cost; Adopt water level monitoring system, groundwater table and timely draining can be monitored by automatic on-line, avoid ponding hidden danger; Installation and maintenance are convenient, improve the walking of low-lying topography areas, job safety coefficient.
Accompanying drawing explanation
Fig. 1 is structure diagram top view of the present utility model
Fig. 2 is duty of the present utility model is " closing " structural representation
Fig. 3 is that duty of the present utility model is " adopting A to represent closure state ", " adopting B to represent off-state " structural representation
1, anti-pool 2, infiltration district sewer 3, infiltration district
4, header 5, catchment sewer 6, fly rod
7, trapped orbit 8, alarm circuit 9, magnetic patch
10, prap 11, connecting rod 12, the control loop of gauge tap
13, slush pump 14, gutter 15, be fixedly connected with line
16, float meter 17, storehouse of catchmenting
Detailed description of the invention
Now the utility model will be further described by reference to the accompanying drawings.
As shown in Figure 1, 2, a kind of system for clearing up excess surface water, described comprises for the system of clearing up excess surface water: ground of catchmenting, groundwater reservoir, water level monitoring system and drainage system.Described water level monitoring system and described drainage system are positioned at groundwater reservoir, described ground of catchmenting adopts " one-sided low dip " design, the ponding on ground is pooled in described groundwater reservoir by described ground of catchmenting, and whether described water level monitoring system exceeds the higher limit of described groundwater reservoir middle water level and the lower limit lower than water level for monitoring groundwater table; Described drainage system is used for the ponding in described groundwater reservoir to discharge.
Described groundwater reservoir comprises catchment sewer 5 and storehouse 17 of catchmenting.Each described catchment sewer 5 is set to the sewer of " one-sided low dip ", and the length, width and height of described catchment sewer 5 are respectively 120mm, 500mm, 500mm; Described storehouse 17 of catchmenting is arranged on the centre position of multiple described catchment sewer 5, the below at angle of slope, its length, width and height are respectively 500mm, 1000mm, 1200mm, and the inlet of the water inlet in described storehouse of catchmenting and described catchment sewer is in same plane, by excess surface water quick collecting to described storehouse 17 of catchmenting, described excess surface water comes from ground of catchmenting.
Described water level monitoring system comprises: water level float meter, gauge tap, is fixedly connected with line 15 and alarm circuit 8.Described water level float meter comprises: float meter 16, fly rod 6 and trapped orbit 7.Described gauge tap comprises: magnetic patch 9, prap 10 and connecting rod 11.Described drainage system comprises: slush pump 13, gutter 14 and control loop 12.Described float meter 16 is arranged in described storehouse 17 of catchmenting, and with the lower end consolidation of described fly rod 6, described fly rod 6 noose is in described trapped orbit 7; Described one end being fixedly connected with line 15 and described fly rod 6 consolidation, the described other end being fixedly connected with line 15 and described connecting rod 11 consolidation; Described magnetic patch 9 is positioned at directly over described connecting rod 11, and described connecting rod 11 is connected with described control loop 12 with described alarm circuit 8 respectively, and described control loop 12 is in parallel with described alarm circuit 8; Described slush pump 13 is arranged in described storehouse 17 of catchmenting, its one end is connected with described control loop 12, its other end is connected with described gutter 14, the other end of described gutter 14 stretches out described storehouse 17 of catchmenting and is connected (as green area with extraneous afforested areas, slag ground, Large Underground water channel etc.).
Described ground of catchmenting is divided into waterproof district 1 and infiltration district 3 two parts.Described anti-pool 1 is the escape way of the janitor's room in Laigang iron-smelter 9300 dust catcher foundation region, and the cement floor of " ten " font laid by this escape way; The larger granulates such as garrulous bricks and stones are laid in described infiltration district 3; infiltration district sewer 2 is set between described anti-pool 1 and described infiltration district 3; at the intersection of described infiltration district 3 and described catchment sewer 5, header is set; the ponding of the infiltration district sewer 2 described in is everywhere pooled to the sewer 5 of described catchment by described header 4, and then the storehouse 17 of catchmenting described in flowing into.
Higher limit=70m × 0.5m × the 0.5m+0.6m of described water level
3=17.5m
3+ 0.6m
3=18.1m
3; Lower limit=450mm × 1000mm × the 1200mm=0.54m of described water level
3
The inside wall in described storehouse 17 of catchmenting and bottom all take sclerosis, anticorrosion, resistance to erosion process, and bulk is according to region area and the setting of excess surface water empirical value.
Described anti-pool 1 adopts hardened ground routinely, waterproofing work.
Described gauge tap needs parcel waterproof, insulation materials carries out closed processes.
It is QY25-172.2KW that described slush pump have employed model, and lift is 17m, and power is 2.2KW, and voltage is 380V, and flow is 25m
3/ h, rotating speed is 2860r/min; For guaranteeing this system safety operation, described slush pump has manual operation submersible pump for subsequent use, and its model is QY15-262.2KW, and lift is 26m, and power is 2.2KW, and voltage is 380V, and flow is 15m
3/ h.
The diameter of described gutter is 55mm.
Infiltration district sewer 2 described in the excess surface water produced imports by described infiltration district 3, then import described catchment sewer 5 by described header 4, catchmenting in storehouse 17 described in finally flowing into.Along with the described water level catchmented in storehouse 17 rises, described float meter 16 and described fly rod 6 also rise thereupon, and described fly rod 6 upwards pulls described connecting rod 11 by the described line 15 that is fixedly connected with.As shown in Figure 2, when water level rises to higher limit 18.1m
3time, described connecting rod 11 contacts with described magnetic patch 9, is namely in A position, and described gauge tap closes, and described alarm circuit 8 closes, system alarm, and the control loop 12 simultaneously also closes, and described drainage system starts draining, and water level starts to decline; As shown in Figure 3, when water level decreasing is to lower limit 0.54m
3time, described connecting rod 11 departs from described magnetic patch 9, is namely in B position, and described gauge tap disconnects, and described alarm circuit 8 and control loop 12 also disconnect simultaneously, system stop alarm, and described drainage system stops draining.
It should be noted last that, above embodiment is only in order to illustrate the technical solution of the utility model and unrestricted.Although be described in detail the utility model with reference to embodiment, those of ordinary skill in the art is to be understood that, the technical solution of the utility model is modified or equivalent replacement, do not depart from the spirit and scope of technical solutions of the utility model, it all should be encompassed in the middle of right of the present utility model.
Claims (7)
1. for clearing up a system for excess surface water, it is characterized in that, described comprises for the system of clearing up excess surface water: ground of catchmenting, water level monitoring system, drainage system and groundwater reservoir; Described water level monitoring system and described drainage system are positioned at groundwater reservoir, described ground of catchmenting adopts " one-sided low dip " design, the ponding on ground is pooled in described groundwater reservoir by described ground of catchmenting, and whether described water level monitoring system exceeds the higher limit of described groundwater reservoir middle water level and the lower limit lower than water level for monitoring groundwater table; Described drainage system is used for the ponding in described groundwater reservoir to discharge.
2. the system for clearing up excess surface water according to claim 1, it is characterized in that, described groundwater reservoir comprises catchment sewer (5) and storehouse of catchmenting (17), on the ground, described catchment sewer (5) have employed the design of " one-sided low dip " to described catchment sewer (5); Described storehouse of catchmenting (17) at underground, for storing the excess surface water from described catchment sewer (5).
3. the system for clearing up excess surface water according to claim 2, it is characterized in that, the inside wall in described storehouse of catchmenting (17) and bottom all take sclerosis, anticorrosion, resistance to erosion process, and bulk is according to region area and the setting of excess surface water empirical value.
4. the system for clearing up excess surface water according to claim 1, is characterized in that, described water level monitoring system comprises: water level float meter, gauge tap, is fixedly connected with line (15) and alarm circuit (8); Described water level float meter comprises: float meter (16), fly rod (6) and trapped orbit (7); Described gauge tap comprises: magnetic patch (9), prap (10) and connecting rod (11); Described float meter (16) is arranged in described groundwater reservoir, and with the lower end consolidation of described fly rod (6), described fly rod (6) noose is in described trapped orbit (7); Described one end being fixedly connected with line (15) and described fly rod (6) consolidation, the described other end being fixedly connected with line (15) and described connecting rod (11) consolidation; One end of described connecting rod (11) contacts with described magnetic patch (9), the other end of described connecting rod (11) is connected with described prap (10), the alarm circuit (8) described in described prap (10) connects.
5. the system for clearing up excess surface water according to claim 4, is characterized in that, described gauge tap needs parcel waterproof, insulation materials carries out closed processes.
6. the system for clearing up excess surface water according to claim 1, is characterized in that, described drainage system comprises: slush pump (13), gutter (14) and control loop (12); Described slush pump (13) is arranged in described groundwater reservoir, its one end is connected with described control loop (12), its other end is connected with described gutter (14), and the other end of described gutter (14) stretches out the non-ponding joint area of described groundwater reservoir and the external world.
7. the system for clearing up excess surface water according to claim 1, is characterized in that, described ground of catchmenting is divided into waterproof district (1) and infiltration district (3) two parts; Described anti-pool (1) walking for low-lying topography areas and the passage of operation, described anti-pool (1) adopts hardened ground, waterproofing work; Larger granulate is laid in described infiltration district (1); infiltration district's sewer (2) is set between described anti-pool (1) and described infiltration district (3); header (4) is set in the physical features lower in described infiltration district (3), for excess surface water being drained in described groundwater reservoir.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520551644.XU CN204919769U (en) | 2015-07-27 | 2015-07-27 | System for excess surface water is used for clearing up |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520551644.XU CN204919769U (en) | 2015-07-27 | 2015-07-27 | System for excess surface water is used for clearing up |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204919769U true CN204919769U (en) | 2015-12-30 |
Family
ID=54968908
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520551644.XU Expired - Fee Related CN204919769U (en) | 2015-07-27 | 2015-07-27 | System for excess surface water is used for clearing up |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204919769U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107587565A (en) * | 2017-09-15 | 2018-01-16 | 神华集团有限责任公司 | A kind of groundwater reservoir drainage equipment and its control method |
| CN107653957A (en) * | 2017-09-15 | 2018-02-02 | 神华集团有限责任公司 | A kind of groundwater reservoir drainage system and its control method |
-
2015
- 2015-07-27 CN CN201520551644.XU patent/CN204919769U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107587565A (en) * | 2017-09-15 | 2018-01-16 | 神华集团有限责任公司 | A kind of groundwater reservoir drainage equipment and its control method |
| CN107653957A (en) * | 2017-09-15 | 2018-02-02 | 神华集团有限责任公司 | A kind of groundwater reservoir drainage system and its control method |
| CN107653957B (en) * | 2017-09-15 | 2019-06-14 | 神华集团有限责任公司 | A kind of groundwater reservoir drainage system and its control method |
| CN107587565B (en) * | 2017-09-15 | 2019-06-25 | 神华集团有限责任公司 | A kind of groundwater reservoir drainage equipment and its control method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20151230 Termination date: 20180727 |