CN103184761A - Vertical rainwater zoning drainage system - Google Patents

Vertical rainwater zoning drainage system Download PDF

Info

Publication number
CN103184761A
CN103184761A CN2013101104747A CN201310110474A CN103184761A CN 103184761 A CN103184761 A CN 103184761A CN 2013101104747 A CN2013101104747 A CN 2013101104747A CN 201310110474 A CN201310110474 A CN 201310110474A CN 103184761 A CN103184761 A CN 103184761A
Authority
CN
China
Prior art keywords
rainwater
water
inlet
overflow
district
Prior art date
Application number
CN2013101104747A
Other languages
Chinese (zh)
Other versions
CN103184761B (en
Inventor
刘文林
陈海龙
陈致明
魏惠荣
肖云
Original Assignee
中国市政工程西北设计研究院有限公司
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 中国市政工程西北设计研究院有限公司 filed Critical 中国市政工程西北设计研究院有限公司
Priority to CN201310110474.7A priority Critical patent/CN103184761B/en
Publication of CN103184761A publication Critical patent/CN103184761A/en
Application granted granted Critical
Publication of CN103184761B publication Critical patent/CN103184761B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/20Controlling water pollution; Waste water treatment

Abstract

The invention discloses a vertical rainwater zoning drainage system which comprises a concave green area, a low-zone rainwater disposal facility and a high-zone rainwater disposal facility, wherein the low-zone rainwater disposal facility comprises a municipal rainwater inspection well, a road gully on the side of a road, and a sheetflood gully in the concave green area; the high-zone rainwater disposal facility comprises an overflow gully in the concave green area, a water collecting basin and an emergency rainwater discharge pump set; the overflow gully is connected with the water collecting basin; the water collecting basin is connected with the emergency rainwater discharge pump set; a delivery outlet of the emergency rainwater discharge pump set is communicated with an urban flood drainage channel or a ravine or a depression; the municipal rainwater inspection well is communicated with the sheetflood gully; the road gully is connected with an overflow communicating pipe; an outlet of the overflow communicating pipe is communicated with the concave green area; the overflow gully is designed in the specification that P is greater than set P; and the sheetflood gully is designed in the specification that P is less than or equal to set P. The system nips in the bud, can effectively prevent and treat a waterlogging disaster generated by rainstorm, can ensure personal and property safety, and changes passive salvation after the disaster into positive prevention and treatment before the disaster.

Description

Rainwater vertical division block drainage system
Technical field
The invention belongs to cities and towns low-lying regional heavy rain waterlogging diaster prevention and control technical field, particularly a kind of rainwater vertical division block drainage system.
Background technology
Nearly two year-climates are unusual, and heavy rain takes place frequently, and low-lying location, cities and towns such as underground type building, sunk type square, the road interchange waterlogging such as section that sinks is serious, gently then causes the pedestrian to be obstructed and traffic paralysis, and are heavy then cause personal injury and the heavy losses of property.For relief waterlogging disaster, expend a large amount of manpower financial capacities.With regard to its reason, mainly contain following disappearance and deficiency:
1, the rainwater part in the Code for design of outdoor sewerage engineering biases toward conventional rainfall (P≤P in the design recurrence interval scope If) get rid of, to heavy rain (P 〉=P IfGreater than the design recurrence interval) time prevent and treat theory and technical measures are indeterminate.
2, cities and towns are used sclerosis roofing, ground in a large number, and ground rainwater runoff rain peak height, time, (sclerosis roofing, ground referred generally to concrete, cement, bituminous sheaths, and waterproof, coarse number is little, and water flows fast, impermeable on the whole soon.If be non-hard surface, as meadow, sandstone face, at first with rainwater infiltration (ooze down saturated after just surface flow), coarse number is big for it, and water flows slow.So hardened ground is used in urban construction fast development in recent years in a large number, make that the high rainfall of ground rainwater runoff Yu Mine is big, the time is fast, be one of major reason that causes heavy rain formation), the rapid ponding in low lying areas lacks prophylactico-therapeutic measures again, and the waterlogging disaster just is difficult to avoid.
3, the seriousness understanding to heavy rain waterlogging disaster is not enough, to heavy rain diaster prevention and control, all is the passive type transporting that lags behind basically, and the emergency relief lacks the preceding prophylactico-therapeutic measures of heavy rain.
At present realistic situation, how to realize the waterlogging that heavy rain produces is given to prevent and treat in advance, eliminate or reduce the relief afterwards of waterlogging disaster, ensure personal safety as well as the property safety, become urban sewerage and drainage project engineering field problem anxious to be solved.Here the heavy rain of saying is not meteorological upward heavy rain grade classification, and refers to surpass design recurrence interval (P 〉=P If) amount of precipitation.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of can eliminate waterlogging, discharge the rainwater vertical division block drainage system of ponding fast.
It is as follows that the present invention solves the problems of the technologies described above first technical scheme of taking: a kind of rainwater vertical division block drainage system is characterized in that: comprise that up concave type greenery patches, low district rainwater are got rid of facility and high district rainwater is got rid of facility; Low district rainwater get rid of facility comprise municipal rainwater inspection well, be located at the road limit roads rain inlet, be located at the cross flow formula inlet for stom water in up concave type greenery patches; High district rainwater is got rid of facility and is comprised overflow-type inlet for stom water, collecting-tank and the emergent storm-water drainage pump group that is located at the up concave type greenery patches, the overflow-type inlet for stom water is connected with collecting-tank through pipeline, collecting-tank links to each other with emergent storm-water drainage pump group, and emergent storm-water drainage pump group delivery outlet and city tidal channel or gully or depression communicate; The municipal administration rainwater inspection well is communicated with cross flow formula inlet for stom water (through the rainwater arm), and roads rain inlet is connected with overflow communicating pipe, and the outlet of overflow communicating pipe is communicated with the up concave type greenery patches.
The overflow-type inlet for stom water is according to P>P IfDesign; Cross flow formula inlet for stom water is according to P≤P IfDesign.Wherein: P-actual demand (recurrence interval) amount of precipitation, namely to select according to the importance of design section and to the standard of control waterlogging, the P value is exactly actual demand, and its value is certainly greater than P IfP If-design recurrence interval amount of precipitation, i.e. the design recurrence interval that requires according to national regulation.
First technical scheme is applicable to the newly-built drainage system against rain in city.
It is as follows that the present invention solves the problems of the technologies described above second technical scheme of taking: a kind of rainwater vertical division block drainage system, comprise conventional rainwater eliminating facility, and it is characterized in that: the height district rainwater that also comprises general greenery patches is got rid of facility; High district rainwater is got rid of facility and is comprised overflow-type inlet for stom water, collecting-tank and emergent storm-water drainage pump group; The water inlet of overflow-type inlet for stom water is higher than the water inlet of roads rain inlet, the overflow-type inlet for stom water was connected with roads rain inlet through overflow communicating pipe, the overflow-type inlet for stom water is connected with collecting-tank through pipeline, collecting-tank is connected with emergent storm-water drainage pump group, and emergent storm-water drainage pump group delivery outlet and city tidal channel or gully or depression communicate.
Second technical scheme is to get rid of the drainage system against rain that facility combines with the existing conventional rainwater, is adapted to the reconstruction on conventional rainwater eliminating facility basis.These conventional rainwater are got rid of facility and are included municipal rainwater inspection well and the roads rain inlet that is located at the road limit, and municipal rainwater inspection well bottom is provided with municipal rainwater pipe.On existing rainwater removal system basis, in conjunction with the present invention, namely use the novel water discharge technology of rainwater vertical division block, can realize heavy rain is produced the control in advance of waterlogging, eliminate and reduce the relief afterwards of waterlogging disaster, have important preventive and therapeutic effect to ensureing personal safety as well as the property safety etc.
The emergent storm-water drainage pump group of first technical scheme and second technical scheme is provided with water pump automatic starting device and remotely controlling display device.When heavy rain took place, excess surface water surpassed the rainfall thickness of a certain recurrence interval, and stormwater overflow is to collecting-tank, and water pump starts automatically, otherwise stopped transport automatically.Change according to amount of rainfall, separate unit, multiple linkage fortune are stopped automatically, realize Long-distance Control, reach management automation and centralization.
Further, first technical scheme also is connected rainwater utilization pump group with the collecting-tank of second technical scheme.
The present invention is that the thickness of the unit rain amount that produces carries out subregion draining continuously according to the ascending continuous process of rainfall, and inlet for stom water and elevation change and the rainwater pump house of meeting an urgent need is implemented with increasing; So be referred to as " vertical formula subregion draining ".The present invention is with in the storm drain area, and the different recurrence intervals on different buildings and ground are calculated rainwater thickness, and the overflow elevation of different inlets for stom water is set, and (refers to smaller or equal to the design recurrence interval) during light rain that rainwater directly enters the urban rainwater road through the low level inlet for stom water; (refer to greater than the design recurrence interval) during heavy rain that rainwater enters emergency rainwater booster pump chamber through high-order overflowing rain water mouth.So can utilize the drainability of municipal Storm Sewer Network to greatest extent, do not turn round during booster pump chamber light rain, just move when having only heavy rain.The present invention is suitable for urban district, newly-built, the reconstruction and extension project in suburb, and it can take full advantage of the urban rainwater road, and still by former storm-water system operation, the emergency pump house starts when heavy rain in the design recurrence interval, and draining the water away prevents damage caused by waterlogging.The present invention has increased inlet for stom water quantity investment and booster pump chamber compared with the prior art, emergency pump house light rain need not, use during heavy rain, operating cost is little, energy consumption is low.
Innovative point of the present invention and technical feasibility are analyzed as follows:
1, this speech heavy rain is not meteorological upward heavy rain grade classification, and refers to surpass design recurrence interval (P 〉=P If) amount of precipitation.The heavy rain process is that the ever-increasing staged of amount of precipitation develops continuously, and its wipe-out mode also should be the continuous process of height subregion, and both to increase process consistent with amount of rainfall for this, also meets in the heavy rain control fast, subtracts the appearance principle.
2, just should there be different unit rain thickness the different rainfall recurrence intervals mutually, and this just gets rid of the control range that subregion is provided for the rainwater vertical division block, has set up the zonal quantization standard.
3, with heavy rain (super design rainwater recurrence interval P〉P If) continuity and the conventional rainfall (P≤P of process IfEqualing less than the design rainwater recurrence interval) drainage system combines, and realizes that vertical division block namely is divided into the continuous drainage separately of high and low district, both satisfied the timely eliminating of general rainfall, also provides exclusion condition for the control heavy rain produces waterlogging.
4, the vertical rainwater subregion drainage system of the present invention's first technical scheme, high and low district rainwater is got rid of the annexation between the facility, be by roads rain inlet with establish the overflow-type inlet for stom water in the up concave type greenery patches, or establish cross flow formula inlet for stom water, overflow-type inlet for stom water by roads rain inlet and up concave type greenery patches, realize original low district storm-water system with newly increase district's storm-water system organicly be connected conversion.
Reasonability of the present invention, economy are as described below:
1, heavy rain vertical division block draining meets heavy rain and prevents and treats theory, is existing HaveImprove on the storm-water system basis and development, can increase amount of rainfall rapidly and get rid of, control heavy rain waterlogging disaster, the construction investment that increases and present heavy rain relief measure, compare as the full-sized car pumping plant, investment is more or less the same, but maximum benefit is that it nips in the bud, and can effectively prevent and treat the waterlogging disaster that heavy rain produces, guarantee personal safety as well as the property safety, the manpower and materials that also can save greatly after a torrential rain brings floods expend, and are with Passive Salvage after the calamity, become the preceding actively control of calamity.
2, the high sound zone system of newly-built rainwater, namely high district rainwater is got rid of facility, and capital equipment is to set up the emergent rainfall pumping station of underground type, it is after heavy rain takes place, and excess surface water surpasses the rainfall thickness of a certain recurrence interval, and stormwater overflow is to collecting-tank, water pump starts automatically, otherwise stops transport automatically.Change according to amount of rainfall, separate unit, multiple linkage fortune are stopped automatically, realize Long-distance Control, reach management automation and centralization.
3, rainwater vertical division block draining, the organic joint of having realized getting rid of with original conventional rainwater facility (low sound zone system) also is extension and the development of low sound zone system, it both had been adapted to newly-built enlarging, alteration work preferably.
4, the construction of high sound zone system is the rainwater comprehensive utilization, and very advantageous conditions is provided, and can take full advantage of pump house and water collecting pool volume, realizes that greening, carwash, road water and spill water supply, save tap water.
Elaborating of flow process of the present invention and function:
1, different rainwater recurrence interval, different hour rainfall thickness is just arranged, just realize the subregion eliminating with thickness, be exactly from planar (the low depth of water) gravity current with present rainwater wipe-out mode, develop to vertical formula (the high depth of water) gravity current, form two autonomous systems of low district rainwater stream and high district's rainwater stream, increased rainwater eliminating amount and realized the control of rainwater recurrence interval.
2, the low rainwater stream of distinguishing is the basis in early stage that high district rainwater flows, high district rainwater stream is that the development of low district rainwater current is extended, namely the amount of rainfall smaller or equal to the design rainwater recurrence interval enters the urban rainwater net, amount of rainfall greater than the design recurrence interval enters high district rainwater stream, drain into lake, river, irrigation canals and ditches or establish the rainwater storage pond, the heavy rain ponding of in time getting rid of or regulate and store by the pressurization of emergency bilge pump room.
3, hang down district's rainwater and flow and the high rainwater stream of distinguishing, use the overflow-type inlet for stom water that is located at the roads rain inlet on road limit and is located at the greenery patches; Or in the up concave type greenery patches, establish cross flow formula inlet for stom water and overflow-type inlet for stom water, collect separately rainwater respectively after, enter storm-water system separately.
4, the overflow elevation of overflow-type inlet for stom water, by the required value greater than the design recurrence interval, calculate hour rainfall thickness after, just can determine the high process control of vertical rainwater subregion.Reason is established on the opinion and is said, can a plurality of subregion, but say on actual the use, only divide the requirement of two subregion Jiu Neng Full foots.
5, the high rainwater stream of distinguishing generally still considers that with the gravity flowing full fed distance should not be too far away, generally enters the pump house collecting-tank nearby, pump house mostly is underground type, is the emergent independent drainage system of anti-heavy rain, near the gully Hu Chi can draining into, as do not have this condition, can establish the rainwater storage pond.
(P 〉=P when 6, emergency rainwater pump house is heavy rain IfGreater than the rainwater rainfall of design recurrence interval), according to collecting-tank water level height automatic start-stop, but change the many cooperatings of separate unit or stoppage in transit with amount of rainfall, implement long-range demonstration and control.
7, emergency rainwater pump house water pump is selected, and displacement is by in the super rainwater recurrence interval scope, and the volume that hour rainfall thickness and catchment area multiply each other is determined; Lift depends on that the outlet opening depth displacement adds along journey and local losses.Water pump Yi2---4Tai, percentage reserve should be carried to more than 50%.
8, cross flow formula inlet for stom water is exactly on the Ordinary Rd inlet for stom water, and the sand setting volume is suitably left in the bottom; The weir crest elevation of overflow-type inlet for stom water can be determined by heavy rain recurrence interval rainwater unit thickness and the difference that designs rainwater recurrence interval unit rainwater thickness.
Description of drawings
Fig. 1 is structural representation of the present invention,
Fig. 2 is another embodiment of the invention,
Fig. 3 is existing conventional design recurrence interval P≤P IfThe storm-water system flow chart,
Fig. 4 is the storm-water system flow chart of the present invention for reconstruction,
Fig. 5 is for newly-built storm-water system flow chart of the present invention.
Among the figure: 1-municipal rainwater inspection well, 2-municipal rainwater pipe, 3-roads rain inlet, 4-overflow communicating pipe, 5-rainwater arm, 6-cross flow formula inlet for stom water, 7-overflow-type inlet for stom water, 8-up concave type greenery patches, general greenery patches, 9-collecting-tank,
10-delivery outlet, i.e. storm-water drainage mouth, 11-emergency storm-water drainage pump group, 12-rainwater comprehensive utilization pump group, 13-reserve rainwater interface, 14-high district rainwater pipe.
The specific embodiment
Embodiment 1: as shown in Figure 1: a kind of rainwater vertical division block drainage system comprises that up concave type greenery patches 8, low district rainwater are got rid of facility and high district rainwater is got rid of facility; Low district rainwater get rid of facility comprise municipal rainwater inspection well 1, be located at the road limit roads rain inlet 3, be located at the cross flow formula inlet for stom water 6 in up concave type greenery patches 8; High district rainwater is got rid of facility and is comprised overflow-type inlet for stom water 7, the collecting-tank 9 and emergent storm-water drainage pump group 11 that is located at up concave type greenery patches 8, overflow-type inlet for stom water 7 is connected with collecting-tank 9 by high district rainwater pipe 14, collecting-tank 9 is connected with emergent storm-water drainage pump group 11, and the delivery outlet 10 of emergent storm-water drainage pump group 11 and city tidal channel or gully or depression communicate; Municipal administration rainwater inspection well 1 is communicated with cross flow formula inlet for stom water 6 by rainwater arm 5, and roads rain inlet 1 is connected with overflow communicating pipe 4, and overflow communicating pipes 4 outlet is communicated with up concave type greenery patches 8.Collecting-tank 9 is located at underground with emergent storm-water drainage pump group 11.
The overflow-type inlet for stom water is according to P>P IfDesign; Cross flow formula inlet for stom water is according to P≤P IfDesign, wherein: P-recurrence interval actual demand amount of precipitation, namely select P according to the importance of design section and to the standard of control waterlogging If-design recurrence interval amount of precipitation, i.e. the design recurrence interval that requires according to national regulation.Municipal administration rainwater inspection well 1 bottom is provided with municipal rainwater pipe 2, and municipal rainwater pipe 2 inserts the urban rainwater net.Collecting-tank 9 also is connected with rainwater comprehensive utilization pump group 12, rainwater comprehensive utilization pump group 12 is provided with reserves rainwater interface 13, after the heavy rain, the water of collecting-tank 9 is by rainwater comprehensive utilization pump group 12 and stay rainwater interface 13, be used for connecing greening, watering and spill road water nozzle, water for fire mouth, rainwater is fully utilized.
Emergent storm-water drainage pump group 11 is provided with water pump automatic starting device and remotely controlling display device; When heavy rain took place, excess surface water surpassed the rainfall thickness of a certain recurrence interval, and stormwater overflow is to collecting-tank, and water pump starts automatically, otherwise stopped transport automatically.Change according to amount of rainfall, separate unit, multiple linkage fortune are stopped automatically, realize Long-distance Control, reach management automation and centralization.
Embodiment 2: as shown in Figure 2: a kind of rainwater vertical division block drainage system, comprise conventional rainwater eliminating facility, and conventional rainwater is got rid of facility and is comprised municipal rainwater inspection well, municipal rainwater pipe 2, roads rain inlet 3 and rainwater arm 5; Rainwater vertical division block drainage system also comprises high district's rainwater eliminating facility; High district rainwater is got rid of facility and is comprised overflow-type inlet for stom water 7, collecting-tank 9 and emergent storm-water drainage pump group 11; The water inlet of overflow-type inlet for stom water 7 is higher than the water inlet of roads rain inlet 1, overflow-type inlet for stom water 7 was connected with roads rain inlet 1 through overflow communicating pipe 4, overflow-type inlet for stom water 7 is connected with collecting-tank 9 by high district rainwater pipe 14, collecting-tank 9 is connected with emergent storm-water drainage pump group 11, and the delivery outlet 10 of emergent storm-water drainage pump group 11 and city tidal channel or gully or depression communicate.Collecting-tank 9 also is connected with rainwater comprehensive utilization pump group 12, and rainwater comprehensive utilization pump group 12 is provided with reserves rainwater interface 13; Emergent storm-water drainage pump group 11 is provided with water pump automatic starting device and remotely controlling display device.
The present invention is that the difference of vertical rainwater subregion drainage system and conventional rainwater eliminating facility is: referring to Fig. 3, the ground rainwater of existing conventional is got rid of, and comprises rain water on roof and ground rainwater.Rain water on roof through roof drain, vertical tube, cause aproll, with ground rainwater, enter greenery patches or road formula inlet for stom water, insert the urban rainwater net through the rainwater pipe.Here claim that this conventional system is the low sound zone system of rainwater, namely conventional rainwater is got rid of facility, is called for short low district flow process.Adopt the vertical rainwater subregion drainage system of the present invention's second technical scheme, referring to Fig. 4 when the generation heavy rain (P〉P If), rainfall intensity strengthens, the amount of rainfall surge, rainfall thickness surpasses design recurrence interval rainfall thickness, and rainwater, flows into and is located at overflow-type inlet for stom water newly-built in the greenery patches through overflow communicating pipe through roads rain inlet, enter newly-built collecting-tank, namely pass through emergent storm-water drainage pump group by emergent rainwater pump house again, pass through emergent rainwater pump house more namely by the storm-water drainage pump group of meeting an urgent need, enter gully or depression or flood control works nearby.This newly-built system is called the high district of rainwater storm-water system, and namely high district's rainwater eliminating facility is called for short high district flow process.Adopt the vertical rainwater subregion drainage system of the present invention's first technical scheme, referring to Fig. 5, the rain water on roof of multistory building and ground rainwater flow into roads rain inlet, enter the up concave type greenery patches, (P≤P during conventional rainfall If), the rainwater in up concave type greenery patches enters low district flow process, namely inserts the Urban Rainwater Pipe Networks system by cross flow formula inlet for stom water, low district's rainwater pipe (municipal inlet for stom water); When heavy rain takes place (P〉P If), the rainwater in up concave type greenery patches enters high district flow process simultaneously, namely enter the height district rainwater eliminating facility that overflow-type inlet for stom water, collecting-tank and emergent storm-water drainage pump group are formed, just enter overflow-type inlet for stom water, collecting-tank successively, namely pass through emergent storm-water drainage pump group by emergent rainwater pump house again, enter gully or depression or flood control works nearby.

Claims (6)

1. a rainwater vertical division block drainage system is characterized in that: comprise that up concave type greenery patches (8), low district rainwater are got rid of facility and high district rainwater is got rid of facility; Low district rainwater get rid of facility comprise municipal rainwater inspection well (1), be located at the road limit roads rain inlet (3), be located at the cross flow formula inlet for stom water (6) in up concave type greenery patches (8); High district rainwater is got rid of facility and is comprised overflow-type inlet for stom water (7), the collecting-tank (9) and emergent storm-water drainage pump group (11) that is located at up concave type greenery patches (8), overflow-type inlet for stom water (7) is connected with collecting-tank (9) by high district's rainwater pipe (14), collecting-tank (9) is connected with emergent storm-water drainage pump group (11), and the delivery outlet (10) of emergent storm-water drainage pump group (11) and city tidal channel or gully or depression communicate; Municipal administration rainwater inspection well (1) is communicated with cross flow formula inlet for stom water (6) by rainwater arm (5), and roads rain inlet (1) is connected with overflow communicating pipe (4), and overflow communicating pipe (4) outlet is communicated with up concave type greenery patches (8).
2. a kind of rainwater vertical division block drainage system as claimed in claim 1, it is characterized in that: overflow-type inlet for stom water (7) is according to P>P IfDesign; Cross flow formula inlet for stom water (6) is according to P≤P IfDesign, wherein: P-actual demand recurrence interval amount of precipitation, select according to the importance of design section and to the standard of control waterlogging; P If-design recurrence interval amount of precipitation is according to the design recurrence interval of national regulation requirement.
3. a rainwater vertical division block drainage system comprises conventional rainwater eliminating facility, it is characterized in that: also comprise high district's rainwater eliminating facility; High district rainwater is got rid of facility and is comprised overflow-type inlet for stom water (7), collecting-tank (9) and emergent storm-water drainage pump group (11); The water inlet of overflow-type inlet for stom water (7) is higher than the water inlet of roads rain inlet (1), overflow-type inlet for stom water (7) was connected with roads rain inlet (1) through overflow communicating pipe (4), overflow-type inlet for stom water (7) is connected with collecting-tank (9) by high district's rainwater pipe (14), collecting-tank (9) is connected with emergent storm-water drainage pump group (11), and the delivery outlet (10) of emergent storm-water drainage pump group (11) and city tidal channel or gully or depression communicate.
4. as claim 1,2 or 3 described a kind of rainwater vertical division block drainage systems, it is characterized in that: collecting-tank (9) is connected with rainwater comprehensive utilization pump group (12), and rainwater comprehensive utilization pump group (12) is provided with reserves rainwater interface (13).
5. a kind of rainwater vertical division block drainage system as claimed in claim 4 is characterized in that: emergent storm-water drainage pump group (11) is provided with water pump automatic starting device and remotely controlling display device.
6. a kind of rainwater vertical division block drainage system as claimed in claim 5 is characterized in that: collecting-tank 9 is located at underground with emergent storm-water drainage pump group 11.
CN201310110474.7A 2013-04-01 2013-04-01 Vertical rainwater zoning drainage system Active CN103184761B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310110474.7A CN103184761B (en) 2013-04-01 2013-04-01 Vertical rainwater zoning drainage system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310110474.7A CN103184761B (en) 2013-04-01 2013-04-01 Vertical rainwater zoning drainage system

Publications (2)

Publication Number Publication Date
CN103184761A true CN103184761A (en) 2013-07-03
CN103184761B CN103184761B (en) 2015-04-08

Family

ID=48676186

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310110474.7A Active CN103184761B (en) 2013-04-01 2013-04-01 Vertical rainwater zoning drainage system

Country Status (1)

Country Link
CN (1) CN103184761B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105603850A (en) * 2016-03-01 2016-05-25 江西省丰和营造集团有限公司 Urban road two-side sunken type greenbelt irrigation system
CN106065568A (en) * 2016-07-01 2016-11-02 中铁大桥勘测设计院集团有限公司 A kind of bridge classification drainage system being applicable to Steel Bridge Deck
CN111088843A (en) * 2020-01-02 2020-05-01 中国建筑第八工程局有限公司 Urban drainage system and drainage method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201317952Y (en) * 2008-12-17 2009-09-30 中国市政工程西北设计研究院有限公司 Rainwater collecting and utilizing system for city and town residential districts
JP2011080347A (en) * 2009-09-10 2011-04-21 Toshiba Corp Unknown water monitoring device and unknown water monitoring method
CN202202393U (en) * 2011-08-08 2012-04-25 上海市城市建设设计研究院 Comprehensive road surface drainage system
CN202380559U (en) * 2012-01-05 2012-08-15 天津市赛英工程建设咨询管理有限公司 Rainwater drainage system
CN203174745U (en) * 2013-04-01 2013-09-04 中国市政工程西北设计研究院有限公司 Vertical rainwater zoned drainage system

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201317952Y (en) * 2008-12-17 2009-09-30 中国市政工程西北设计研究院有限公司 Rainwater collecting and utilizing system for city and town residential districts
JP2011080347A (en) * 2009-09-10 2011-04-21 Toshiba Corp Unknown water monitoring device and unknown water monitoring method
CN202202393U (en) * 2011-08-08 2012-04-25 上海市城市建设设计研究院 Comprehensive road surface drainage system
CN202380559U (en) * 2012-01-05 2012-08-15 天津市赛英工程建设咨询管理有限公司 Rainwater drainage system
CN203174745U (en) * 2013-04-01 2013-09-04 中国市政工程西北设计研究院有限公司 Vertical rainwater zoned drainage system

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105603850A (en) * 2016-03-01 2016-05-25 江西省丰和营造集团有限公司 Urban road two-side sunken type greenbelt irrigation system
CN105603850B (en) * 2016-03-01 2017-11-28 丰和营造集团股份有限公司 A kind of urban road both sides sunk type Greenland Irrigation system
CN106065568A (en) * 2016-07-01 2016-11-02 中铁大桥勘测设计院集团有限公司 A kind of bridge classification drainage system being applicable to Steel Bridge Deck
CN111088843A (en) * 2020-01-02 2020-05-01 中国建筑第八工程局有限公司 Urban drainage system and drainage method thereof

Also Published As

Publication number Publication date
CN103184761B (en) 2015-04-08

Similar Documents

Publication Publication Date Title
CN105089142A (en) Low elevation greenbelt rainwater regulation scheduling pool and distributed rainwater regulation scheduling pool system
CN103628560B (en) A kind of dam control device and control method with memory function
CN103088896B (en) Ecological road shock resistance rainwater utilization system
CN105544698A (en) Separate system pipe network based area fragmented rainwater abandoned flow treatment system
CN104129889B (en) A kind of community, Mountainous City rainwater treatment reclaiming system
CN201317952Y (en) Rainwater collecting and utilizing system for city and town residential districts
CN104480994B (en) A kind of square, urban green space rainwater-collecting reutilization system
CN104196277A (en) Functional rainwater garden suitable for interior of urban community grassy area in Shanghai
CN204023750U (en) Municipal drainage system
CN103015517B (en) Intelligently controlled type concave urban rainwater park capable of resisting shocks
CN203188340U (en) Urban drainage system under closure-type comprehensive drainage system
CN204570904U (en) Turnover plate type sewage intercepting chamber
CN103088897A (en) Green community impact resistance rainwater ecological utilization system
CN204849520U (en) Road drainage system
CN104358302A (en) Treatment method for initial rainwater of separate system
CN105714723B (en) A kind of urban road rainwater-collecting processing and application system
CN201276718Y (en) Rainwater collecting and recycling system on building roofing
CN204551684U (en) Green building rainwater ecological utilization system
CN107100254B (en) The biology of rainwater economic benefits and social benefits control is detained facility internal drainage system and implementation method
CN203080677U (en) Ecological road anti-shocking rainwater utilizing system
CN103061327B (en) Comprehensive water control technique for dump
CN201089953Y (en) System for collection and comprehensive utilization of city rainwater
CN203080678U (en) Environment-friendly community shock-resistant rainwater ecological utilizing system
CN107130663A (en) Construction site water recycling system and method
CN204474499U (en) A kind of ecological multidimensional gaseous-waste holdup system for the treatment of bank, river course rain-water drainage

Legal Events

Date Code Title Description
PB01 Publication
C06 Publication
SE01 Entry into force of request for substantive examination
C10 Entry into substantive examination
GR01 Patent grant
C14 Grant of patent or utility model