CN203769036U - Initial rainwater cutoff, storage and drainage system of confluence pipeline - Google Patents
Initial rainwater cutoff, storage and drainage system of confluence pipeline Download PDFInfo
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- CN203769036U CN203769036U CN201420090414.3U CN201420090414U CN203769036U CN 203769036 U CN203769036 U CN 203769036U CN 201420090414 U CN201420090414 U CN 201420090414U CN 203769036 U CN203769036 U CN 203769036U
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- 239000010865 sewage Substances 0.000 claims abstract description 84
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 70
- 230000007704 transition Effects 0.000 claims description 30
- 230000008676 import Effects 0.000 claims description 27
- 238000000605 extraction Methods 0.000 claims description 25
- 238000005192 partition Methods 0.000 claims description 18
- 238000004891 communication Methods 0.000 claims description 8
- 238000000926 separation method Methods 0.000 claims description 6
- 230000007306 turnover Effects 0.000 claims description 6
- 238000011144 upstream manufacturing Methods 0.000 claims description 4
- 238000002955 isolation Methods 0.000 claims description 3
- 238000007789 sealing Methods 0.000 claims description 3
- 238000007599 discharging Methods 0.000 abstract 1
- 238000004065 wastewater treatment Methods 0.000 description 13
- 238000000034 method Methods 0.000 description 9
- 230000008569 process Effects 0.000 description 8
- 230000000694 effects Effects 0.000 description 6
- 230000005484 gravity Effects 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 230000004308 accommodation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000010485 coping Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000003657 drainage water Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
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Abstract
The utility model discloses an initial rainwater cutoff, storage and drainage system of confluence pipelines, which is characterized by comprising a plurality of confluence pipelines (10, 11 and 12) connected with a watercourse (7), a blowdown system (13) for discharging sewage, a plurality of diversion wells (2a, 2b and 2c) mounted at the down streams of the confluence pipelines respectively, and a water storage system (5), wherein each diversion well (2a, 2b or 2c) is internally provided with a cutoff device and a water storage chamber (4) located at the down stream of the cutoff device (3); the cutoff devices (3) are communicated with the blowdown system (13) via sewage branch pipelines (14); and the water storage system (5) is communicated with the water storage chambers (4) respectively, and with the blowdown system (13) via a water-break system (6).
Description
Technical field
The utility model and urban drainage, environmental protection technical field, relates in particular to a kind of interflow pipeline primary rainwater closure and holds heat-extraction system.
Background technology
At present the old construction district in some cities is still drainage system, and during dry season, the sewage in collecting fitting enters the sewage pipeline that dams through intercepting sewer, then sewage transport is processed to Wastewater Treatment Plant.During rainy season, interflow pipeline will be got rid of the dirty mixing water of rain, and the water level in collecting fitting raises, and makes intercepting sewer in pressure current draining situation, enters sewage and dams the dirty water yield of mixing of the rain of pipeline much larger than sewage quantity on ordinary days, causes the dam draining difficulty of pipeline of sewage.Ordinary circumstance, the rainfall initial stage rainwater pollution substrate concentration of discharge is the highest, and early-stage rainwater is strengthened to the amount of damming, and just can greatly reduce the pollution of draining in flood season to river course.Because sewage dams pipeline by slack flow design, during rainfall, the vacant capacity in sewage conduct can be got rid of some early-stage rainwaters more, but finite capacity, when sewage dams pipeline flowing full, still has a large amount of early-stage rainwaters and enters river course.Therefore, the effect of damming that wants to have reached, more early-stage rainwater must dam.Common way is to strengthen the dam caliber of pipeline of sewage, the restriction of Dan Shou downstream Wastewater Treatment Plant disposal ability, and it is excessive that sewage conduct can not be done, otherwise the water yield of coming that surpasses disposal ability still wants overflow to enter river course.Also having way is that the early-stage rainwater of interflow pipeline is built to the sewage pipeline that dams by adding, and early-stage rainwater is transported to reservoir midway, after rain, with pump, early-stage rainwater suction sewage conduct is drained, but the water retention capacity of reservoir is large midway, the scale of construction is also large, and position arrangement is more difficult, and its investment is also large.
Utility model content
The purpose of this utility model is exactly the problem existing in order to overcome above-mentioned prior art, provide a kind of interflow pipeline primary rainwater closure to hold heat-extraction system, utilization is along riverbank or the arranged space land used of rainwater main line one side underground installation, by primary rainwater closure, store, slowly enter afterwards drainage, avoid the pollution of early-stage rainwater to river course, guaranteed the normal draining of drainage simultaneously.
For realizing above-mentioned purpose of the present utility model, provide following technical scheme:
Interflow pipeline primary rainwater closure holds a heat-extraction system, comprising: a plurality of interflow pipeline being connected with river course; Be used for the drainage of sewage effluent; Be arranged on respectively a plurality of shunting wells of a plurality of interflow pipe downstream, be provided with cut-off equipment and the retaining chamber that is positioned at cut-off equipment downstream in each shunting well, cut-off equipment is communicated with drainage by sewage branch pipeline; The water storage system being communicated with a plurality of retainings chamber respectively, water storage system is communicated with drainage by water-break system.
Preferably, described in each, the cross section of shunting well is rectangle, in it, be provided with the first compartment wall extending along described interflow pipe lengths, the first compartment wall will be divided into the first chamber and second chamber of mutual isolation in shunting well, have respectively water inlet and delivery port with interflow pipeline communication on the first chamber.
Preferably, be provided with the second compartment wall extending perpendicular to described interflow pipe lengths in the second chamber, the second compartment wall is divided into the second chamber flow control chamber and the passage chamber of arranging successively along water (flow) direction; The bottom of described the second compartment wall is provided with for being communicated with the abandoned stream pipe of flow control chamber and passage chamber, and one end of abandoned stream pipe interface channel chamber is provided with non-return flap valve.
Preferably, described drainage is positioned at the upstream of described a plurality of shunting wells; Described cut-off equipment comprises: be arranged on the L-type cut-off groove in described the first chamber, along extending perpendicular to the direction of interflow duct length, the free end of its horizonal base plate is fixed on the sidewall of the corresponding described water inlet of the first chamber, the top of L-type cut-off groove be connected the collecting fitting deferent of water inlet at the bottom of equal, its one end is communicated with flow control chamber through described the first compartment wall, and the other end is fixed on the sidewall relative with the first compartment wall of described the first chamber; Be arranged on the indoor L-type plate of described flow control, perpendicular to interflow pipe lengths, extend, its one end is fixed on described the first compartment wall, the other end is fixed on the sidewall relative with the first compartment wall of described flow control chamber, the free end of its horizonal base plate is fixed on a sidewall of flow control chamber, and its horizonal base plate is equal with the horizonal base plate of described L-type cut-off groove, the top of its side plate is lower than the top of described L-type cut-off groove; Be arranged on the sewage transition conduit on the described sidewall of flow control chamber, its one end is communicated with described sewage branch pipeline, and the other end stretches out a described sidewall of flow control chamber, and its pipe end is equal with the horizonal base plate of L-type plate.
Or drainage is positioned at the downstream of described a plurality of shunting wells; Described cut-off equipment comprises: be arranged on the L-type cut-off groove in described the first chamber, along extending perpendicular to the direction of interflow duct length, the top of L-type cut-off groove be connected the collecting fitting deferent of water inlet at the bottom of equal, the top of its side plate is connected with at the bottom of described collecting fitting deferent by horizontal connecting plate; Its one end is communicated with flow control chamber through described the first compartment wall, and the other end is fixed on the sidewall relative with the first compartment wall of described the first chamber; Be arranged on the indoor L-type plate of described flow control, perpendicular to interflow pipe lengths, extend, its one end is fixed on described the first compartment wall, the other end is fixed on the sidewall relative with the first compartment wall of described flow control chamber, the free end of its horizonal base plate is fixed on described the second compartment wall, and its horizonal base plate is equal with the horizonal base plate of described L-type cut-off groove, the top of its side plate is lower than described L-type cut-off groove top; Be arranged on the indoor sewage transition conduit of passage, its one end is communicated with the other end through described the second compartment wall through the sidewall relative with the second compartment wall of described passage chamber with described sewage branch pipeline, and its pipe end is equal with the horizonal base plate of L-type plate.
Preferably, be provided with the 3rd compartment wall extending perpendicular to described interflow pipe lengths in described the first chamber, the top of the side plate of described L-type cut-off groove is separated coping by horizontal connecting plate and the described the 3rd and is connected.
Preferably, be provided with the 3rd compartment wall extending perpendicular to described interflow pipe lengths in the first chamber, the free end of the horizonal base plate of described L-type cut-off groove is fixed on described the 3rd compartment wall.
Preferably, between the first chamber sidewall of the 3rd compartment wall and corresponding described delivery port, be fixed with horizontal partition wall, horizontal partition wall be connected the collecting fitting deferent of delivery port at the bottom of equal; Horizontal partition wall, the 3rd compartment wall and described the first chamber sidewall surround described retaining chamber, have just rain import on horizontal partition wall; On the first compartment wall, the part of corresponding described retaining chamber is provided with passage, and retaining chamber is communicated with described passage chamber.
Preferably, the end face of the described other end of sewage transition conduit is inclined plane; On the horizonal base plate of described L-type plate, have through hole, on described through hole, be provided with for collaborating pipeline internal drainage amount automatic turnover device of the described other end of sewage transition conduit described in automatic sealing when excessive when the rainfall.
Preferably, automatic turnover device comprises: be sealed on the kickboard on described through hole, one end of its contiguous described sewage transition conduit is hinged on the horizonal base plate of described L-type plate; Be fixed on the baffle plate of the corresponding described kickboard other end in horizonal base plate bottom of described L-type plate, be used for the described other end of backstop kickboard, make kickboard equal with the horizonal base plate of described L-type plate; And the keg float that is fixed on kickboard bottom.
Preferably, first rain import is one, and removable cover device is installed on it; Or described just rain import is arrange along water (flow) direction a plurality of, the bottom that is positioned at described horizontal partition wall between adjacent just rain import is fixed with support post, in each just rain import, removable cover device is all installed.
Preferably, water storage system comprises: a plurality of long line retaining pipeline being communicated with each retaining chamber and each passage chamber respectively; The separation well that connects adjacent long line retaining pipeline; And respectively with two retaining manholes of long line retaining pipeline of origin or beginning and a long line retaining pipeline communication of end; Wherein, be communicated with drainage by described water-break system with a retaining manhole of a long line retaining pipeline communication of described end.
Preferably, water-break system comprises: one end is communicated with a described retaining manhole water-break pipeline that the other end is communicated with described drainage; Be arranged on the non-return flap valve of the other end described in water-break pipeline.
Preferably, separate in well and be provided with demarcation strip, on demarcation strip, had the mouth of a river, cross on the mouth of a river non-return flap valve is installed.
The beneficial effects of the utility model embody in the following areas:
The utility model is by installing shunting well at interflow pipe downstream, cut-off equipment and retaining chamber are set in shunting well, normal blowdown when cut-off equipment has guaranteed dry season, and when rainfall, first rain is dammed, make the first rain damming enter drainage, and the first rain that surpasses the amount of damming closes cut-off equipment to enter drainage outlet automatically, thereby do not affect the normal draining of drainage, and a large amount of just rain stores in retaining chamber and the water storage system that is communicated with retaining chamber, and under gravity current effect, delay and be retracted into drainage after the rain, in the situation that Wastewater Treatment Plant suitably increases treating capacity and don't affects treatment effect, by polluting heavy early-stage rainwater, dispose, thereby the pollution of having avoided early-stage rainwater to cause river course, guaranteed the normal work of drainage and Wastewater Treatment Plant simultaneously.
Accompanying drawing explanation
Fig. 1 is the floor map that the utility model interflow pipeline primary rainwater closure holds heat-extraction system embodiment mono-;
Fig. 2 is the enlarged drawing of A part in Fig. 1;
Fig. 3 is the sectional view along I-I line in Fig. 2;
Fig. 4 is the sectional view along II-II line in Fig. 2;
Fig. 5 is the sectional view along III-III line in Fig. 2;
Fig. 6 is the floor map that the utility model interflow pipeline primary rainwater closure holds heat-extraction system embodiment bis-;
Fig. 7 is the enlarged drawing of B part in Fig. 6;
Fig. 8 is the sectional view along IV-IV line in Fig. 7;
Fig. 9 is the sectional view along V-V line in Fig. 1;
Figure 10 is the sectional view along VI-VI line in Fig. 1.
10,11,12-collaborates pipeline description of reference numerals:; 13-drainage; 14-sewage branch pipeline; 2a, 2b, 2c-shunting well; 20a-water inlet; 20b-delivery port; 21-the first compartment wall; 21a-the first chamber; 21b-the second chamber; 22-the second compartment wall; 22a-flow control chamber; 22b-passage chamber; 23-the 3rd compartment wall; 24-abandoned stream pipe; 24a-non-return flap valve; The horizontal partition wall of 25-; 26-support post; 3-cut-off equipment; 30-cut-off groove; 31-L template; 32,32 '-sewage transition conduit; 33-kickboard; 34-baffle plate; 35-keg float; 4-retaining chamber; Just rain import of 40-; The horizontal cover plate of 41-; 42-loose-leaf; 43-is " 7 " shape plate; 44-keg float; 5-water storage system; The long line retaining of 50-pipeline; 51-separates well; 51a-demarcation strip; 51b-crosses the mouth of a river; 51c-non-return flap valve; 52-retaining manhole; 6-water-break system; 60-water-break pipeline; 61-non-return flap valve; 7-river course.
The specific embodiment
Fig. 1 is the floor map that the utility model interflow pipeline primary rainwater closure holds heat-extraction system embodiment mono-; Fig. 6 is the floor map that the utility model interflow pipeline primary rainwater closure holds heat-extraction system embodiment bis-; As a shown in Figure 6, interflow of the present utility model pipeline primary rainwater closure holds heat-extraction system and comprises: a plurality of interflow pipeline 10,11,12 being connected with river course 7; Be used for the drainage 13 of sewage effluent; Be arranged on respectively a plurality of shunting well 2a, 2b, the 2c of a plurality of interflow pipe downstream, in each shunting well, be provided with cut-off equipment 3 and the retaining chamber 4 that is positioned at cut-off equipment downstream, cut-off equipment 3 is communicated with drainage by sewage branch pipeline 14, so that the first rain (early-stage rainwater) that when sewage when dry season, interflow pipeline being entered and rainfall, cut-off equipment dams enters drainage by sewage branch pipeline, by drainage, enter Wastewater Treatment Plant's (not shown) afterwards and process; When surpassing the amount of damming of drainage permission, cut-off equipment automatically cuts out and enters drainage outlet, to avoid causing the excess draining situation of drainage; The water storage system 5 being communicated with a plurality of retainings chamber respectively, so as when rainfall by the excess that surpasses the cut-off equipment amount of damming just rain store, retaining chamber is closed after holding completely automatically, with the top, retaining chamber of flowing through of rain after an action of the bowels, discharges shunting well; Water storage system is communicated with drainage 13 by water-break system 6, to the first rain of water storage system savings is slowly entered to drainage, enters Wastewater Treatment Plant's (not shown) afterwards process by drainage.With reserve-water-level, decline, cut-off equipment is automatically opened and is entered drainage outlet, recovers the sewage effect in dry season of damming of cut-off equipment.Make the drainage all can normal draining in dry season and rainy season, in the time of can be because of rainfall, entering the too much water yield of drainage affects operation; And a large amount of early-stage rainwaters can be stored in water storage system, and after the rain by the slow drainage that is retracted into of the early-stage rainwater gravity current storing, make Wastewater Treatment Plant suitably increase treating capacity and don't affect in the situation for the treatment of effect, by polluting heavy early-stage rainwater, dispose.Thereby while effectively subduing flood season, collaborate the pollution of pipe drainage to river course.
Embodiment 1
Fig. 2 is the enlarged drawing of A part in Fig. 1; Fig. 3 is the sectional view along I-I line in Fig. 2; Fig. 4 is the sectional view along II-II line in Fig. 2; Fig. 5 is the sectional view along III-III line in Fig. 2; As shown in Figure 1, drainage 13 of the present utility model is positioned at the upstream of a plurality of shunting well 2a, 2b, 2c.Particularly, as shown in Figure 2, the cross section of shunting well 2a of the present utility model is rectangle, in it, be provided with the first compartment wall 21 extending along interflow pipeline 10 length directions, the top of the first compartment wall 21 is equal with shunting well 2a top, its bottom is equal with shunting well shaft bottom, the first compartment wall 21 will be divided into the first chamber 21a and the second chamber 21b of mutual isolation left and right layout in shunting well, on the first chamber 21a, have water inlet 20a and delivery port 20b, water inlet 20a and delivery port 20b are communicated with interflow pipeline 10 respectively.In the second chamber 21b, be provided with the second compartment wall 22 extending perpendicular to interflow pipeline 10 length directions, on the top of the second compartment wall 22 is positioned at the bottom of collecting fitting deferent, but push up lower than collecting fitting deferent, the bottom of the second compartment wall 22 is equal with shunting well shaft bottom, and the second compartment wall 22 is divided into the second chamber 21b flow control chamber 22a and the passage chamber 22b arranging successively along water (flow) direction.The bottom of the second compartment wall 22 is provided with for being communicated with the abandoned stream pipe 24 of flow control chamber 22a and passage chamber 22b, one end of abandoned stream pipe 24 interface channel chamber 22b is provided with non-return flap valve 24a, with the water surface in convenient flow control chamber 22a higher than in the 22b of passage chamber during the water surface, non-return flap valve 24a opens, and the indoor rainwater of flow control is by abandoned stream pipe 24 flow channel chambers; The water surface in the 22a of flow control chamber is lower than in the 22b of passage chamber during the water surface, and non-return flap valve 24a closes.
As shown in Fig. 2,5, cut-off equipment 3 of the present utility model comprises: the L-type cut-off groove 30 that is arranged on 21a in the first chamber, along extending perpendicular to the direction of interflow pipeline 10 length, its cross-sectional area and the gradient should guarantee dry season sewage and the maximum stream flow calculated by sewage interception ratio during rainfall pass through; The free end of the horizonal base plate of L-type cut-off groove 30 is fixed on the sidewall of the corresponding water inlet 20a of the first chamber 21a, to entered by water inlet 20a in the sewage and rainwater inflow cut-off groove 30 of shunting well 2a.The top of L-type cut-off groove 30 is with equal at the bottom of collecting fitting deferent, and one end of cut-off groove 30 (as the right-hand member in Fig. 2) is communicated with flow control chamber 22a through the first compartment wall 21, and the other end is fixed on the sidewall relative with the first compartment wall 21 of the first chamber 21a, be arranged on the L-type plate 31 in the 22a of flow control chamber, perpendicular to interflow pipeline 10 length directions, extend, its one end is fixed on the first compartment wall 21, the other end is fixed on the sidewall relative with the first compartment wall of flow control chamber 22a, the free end of its horizonal base plate is fixed on a sidewall of flow control chamber 22a, and its horizonal base plate is equal with the horizonal base plate of L-type cut-off groove 30, the top of its side plate is lower than the top of L-type cut-off groove 30, and its side plate and the second compartment wall 22 are at intervals, so that surpassing the sewage of its side plate height can be overflowed by its side plate top, enter in the 22a of flow control chamber, be arranged on the sewage transition conduit 32 on the above-mentioned sidewall of flow control chamber 22a, its one end is communicated with sewage branch pipeline 14, the other end stretches out the space that the sidewall of flow control chamber 22a and the inwall of L-type plate and flow control chamber 22a surround and is communicated with, and its pipe end is equal with the horizonal base plate of L-type plate.The sewage that flows into shunting well 2a dams through cut-off groove 30, the space that the L-type plate that inflow is communicated with cut-off groove 30 and flow control chamber 22a inwall surround, through sewage transition conduit 32, sewage branch pipeline 14, enter drainage afterwards, finally by drainage, enter Wastewater Treatment Plant and process.
The end face of one end that the space that as shown in Figure 5, sewage transition conduit 32 of the present utility model surrounds with the inwall of above-mentioned L-type plate and flow control chamber 22a is connected is inclined plane; On the horizonal base plate of L-type plate 31, have through hole, automatic turnover device is installed on through hole.Automatic turnover device of the present utility model comprises: be sealed on the kickboard 33 on through hole, one end of its contiguous sewage transition conduit is hinged on the horizonal base plate of L-type plate; Be fixed on the baffle plate 34 of the corresponding kickboard other end in horizonal base plate bottom of L-type plate, be used for the other end of backstop kickboard, make kickboard equal with the horizonal base plate of L-type plate; And the keg float 35 that is fixed on kickboard 33 bottoms.When the water level in the 22a of flow control chamber rises to keg float 35 position, continuous rising along with water level, keg float 35 rises under buoyancy of water effect, drive kickboard 33 to rotate, until turning to the inclined end face of sewage transition conduit 32, kickboard 33 contacts, kickboard 33 is by the port capping of sewage transition conduit 32, make the sewage in space that the inwall of L-type plate and flow control chamber 22a surrounds can by sewage transition conduit 32, sewage branch pipeline 14, not enter drainage again, thus avoid excessive sewage or just rain enter the normal draining that drainage affects drainage.
Again as shown in Figure 2,4, be provided with the 3rd compartment wall 23 extending perpendicular to interflow pipeline 10 length directions in the first chamber 21a, the top of the side plate of L-type cut-off groove is connected with the top of the 3rd compartment wall 23 by horizontal connecting plate; The bottom of the 3rd compartment wall 23 is equal with shunting well shaft bottom; Between the first chamber sidewall of the 3rd compartment wall and corresponding delivery port, be fixed with horizontal partition wall 25, horizontal partition wall be connected the collecting fitting deferent of delivery port at the bottom of equal; On horizontal partition wall, the 3rd compartment wall and retaining chamber, the first chamber sidewall besieged city 4, the first compartment walls 21, the part of corresponding retaining chamber is provided with passage, and retaining chamber 4 is communicated with passage chamber 22b.
As shown in Figure 2,4, on horizontal partition wall 25, have just rain import 40, when the distance between the first chamber sidewall of the 3rd compartment wall 23 and corresponding delivery port is larger, can on horizontal partition wall 25, offer two or more (shown in Fig. 2,4 are two) just rain import 40, two or more just rain imports 40 set gradually along water (flow) direction, and the bottom that is positioned at horizontal partition wall between adjacent just rain import is fixed with support post 26; Distance between the first chamber sidewall of the 3rd compartment wall 23 and corresponding delivery port hour, as shunting well 2b, the 2c in Fig. 1, can on horizontal partition wall 25, offer one at the beginning of rain import 40.In just rain import 40, removable cover device is installed.One end of just rain import 40 forms step-like, and at the beginning of making, the open top width of rain import 40 is greater than the bottom opening width of just rain import 40; Removable cover device of the present utility model comprises: horizontal cover plate 41, and its width equates with the open top width of just rain import; Loose-leaf 42, is connected with the bottom surface of the corresponding one end of horizontal cover plate with the inwall of above-mentioned one end of first rain import 40 respectively, to horizontal cover plate 41 is hinged in just rain import 40; Fall " 7 " shape cover plate 43, one end of its riser is connected with the other end of horizontal cover plate 41; Keg float 44, is fixed on horizontal cover plate 41 bottoms, and is positioned at horizontal cover plate and falls the angle that " 7 " shape cover plate forms.
While collecting first rain, horizontal cover plate 41 under the Action of Gravity Field of keg float 44 in hang, now, just rain import 40 is opened, and along with the continuous rising of retaining chamber 4 interior water levels, keg float 44 constantly rises under buoyancy, drive horizontal cover plate 41 to rotate around loose-leaf 42, until horizontal cover plate 41 turns to state as shown in Figure 4, horizontal cover plate 41 is by first rain import 40 sealings, and now full water is held in retaining chamber 4.
As shown in Figure 1, water storage system 5 of the present utility model comprises: a plurality of long line retaining pipeline 50 being communicated with each retaining chamber 4 and each passage chamber 22b respectively, its gradient is 0～0.15 ‰ degree, and long line retaining pipeline of the present utility model refers to for saving the long spool road of water; The separation well 51 that connects adjacent long line retaining pipeline 50; And respectively with two retaining manholes 52 of long line retaining pipeline of origin or beginning and a long line retaining pipeline communication of end.Wherein, adjacent two long line retaining pipelines 50 can be that end elevation equates (as shown in Figure 9), can be also that the end elevation of long line retaining pipeline of upstream is higher than the end elevation (as shown in figure 10) of the long line retaining pipeline in downstream.As shown in Fig. 1,9,10, in separation well 51 of the present utility model, be provided with demarcation strip 51a, demarcation strip 51a extends perpendicular to the length direction of long line retaining pipeline 50, two spaces will be divided in separation well 51, the bottom of demarcation strip 51a has the circular mouth of a river 51b of mistake, crosses mouth of a river 51b, towards one end of a long line retaining pipeline of adjacent two long line retaining pipeline middle and lower reaches, non-return flap valve 51c is installed.
As shown in Figure 1, be communicated with drainage by water-break system 6 with the retaining manhole 52 of a long line retaining pipeline communication of end, to the first rain of savings in water storage system 5 is retracted into drainage by water-break system, finally enters Wastewater Treatment Plant by drainage 13 and process.Wherein, water-break system 6 of the present utility model comprises: one end is communicated with this retaining manhole 52 the water-break pipeline 60 that the other end is communicated with drainage; Be arranged on the non-return flap valve 61 of one end being communicated with drainage of water-break pipeline 60, water level in water-break pipeline 60 is during higher than drainage, non-return flap valve 61 is opened, so that the sewage in water-break pipeline 60 enters drainage, water level in water-break pipeline 60 is during lower than drainage, non-return flap valve is closed, to prevent that the sewage in drainage from flowing into water-break pipeline.
Embodiment 2
Fig. 6 is the floor map that the utility model interflow pipeline primary rainwater closure holds heat-extraction system embodiment bis-; Fig. 7 is the enlarged drawing of B part in Fig. 6; Fig. 8 is the sectional view along IV-IV line in Fig. 7; As shown in Figure 6, the drainage 13 of the present embodiment is positioned at the downstream of a plurality of shunting well 2a, 2b, 2c; As shown in Fig. 6,7,8, cut-off equipment of the present utility model comprises: the L-type cut-off groove 30 that is arranged on 21a in the first chamber, along extending perpendicular to the direction of interflow pipeline 10 length, its cross-sectional area and the gradient should guarantee dry season sewage and the maximum stream flow calculated by sewage interception ratio during rainfall pass through; The top of L-type cut-off groove be connected the collecting fitting deferent of water inlet 20a at the bottom of equal, at the bottom of the pipe of the top of the side plate of cut-off groove 30 by horizontal connecting plate and interflow pipeline 10, be connected, to enter the sewage of shunting well 2a and rainwater flows in cut-off groove 30 by water inlet 20a; The free end of the horizonal base plate of cut-off groove 30 is fixed on the 3rd compartment wall 23; One end of cut-off groove 30 (as the right-hand member in Fig. 7) is communicated with flow control chamber 22a through the first compartment wall 21, and the other end is fixed on the sidewall relative with the first compartment wall 21 of the first chamber 21a; Be arranged on the L-type plate 31 in the 22a of flow control chamber, perpendicular to interflow pipeline 10 length directions, extend, its one end is fixed on the first compartment wall 21, the other end is fixed on the sidewall relative with the first compartment wall of flow control chamber 22a, the free end of its horizonal base plate is fixed on the second compartment wall 22, and its horizonal base plate is equal with the horizonal base plate of L-type cut-off groove 30, the top of its side plate is lower than L-type cut-off groove 30 tops; Be arranged on the sewage transition conduit 32 ' in the 22b of passage chamber, its one end is communicated with sewage branch pipeline 14 through the sidewall relative with the second compartment wall of passage chamber, the other end is communicated with the space that the inwall of L-type plate, the second compartment wall 22 and flow control chamber 22a surrounds through the second compartment wall, and its pipe end is equal with the horizonal base plate of L-type plate.The sewage that flows into shunting well 2a dams through cut-off groove 30, flows into the above-mentioned space being communicated with cut-off groove 30, enters drainage afterwards through sewage transition conduit 32 ', sewage branch pipeline 14, finally by drainage, enters Wastewater Treatment Plant and processes.
Other structure of the present embodiment is identical with embodiment 1, at this, is not repeated.
Below in conjunction with accompanying drawing, describe the discharge method that holds that interflow of the present utility model pipeline primary rainwater closure holds heat-extraction system in detail.
During dry season, the sewage that is entered shunting well by interflow pipeline dams through cut-off groove 30, the space that the inwall that sewage flows into L-type plate, the second compartment wall 22 and flow control chamber 22a through cut-off groove 30 surrounds, through sewage transition conduit 32 (or sewage transition conduit 32 '), sewage branch pipeline 14, enter drainage 13 afterwards, finally by drainage 13, enter Wastewater Treatment Plant and process.
During rainfall, the first rain that is entered shunting well by interflow pipeline dams through cut-off groove 30, the space that the inwall that just rain flows into L-type plate, the second compartment wall 22 and flow control chamber 22a through cut-off groove 30 surrounds, through sewage transition conduit 32 (or sewage transition conduit 32 '), sewage branch pipeline 14, enter drainage 13 afterwards, finally by drainage 13, enter Wastewater Treatment Plant and process.
When rainfall surpasses the amount of damming of cut-off groove 30 originally, first rain flow through that cut-off groove 30 enters retaining chamber 4 by first rain import 40 and the passage chamber 22b that is communicated with it in, then enter the long line retaining pipeline 50,51 being communicated with retaining chamber 4 and passage chamber 22b, so that storage.In this process, increase and water level rise along with early-stage rainwater flow, the also corresponding increasing of flow in the space that the inwall of inflow L-type plate, the second compartment wall 22 and flow control chamber 22a surrounds, when surpassing the maximum inflow-rate of water turbine in the space that the inwall of L-type plate, the second compartment wall 22 and flow control chamber 22a surrounds, produce overflow, the water yield is overflowed from the side plate top of L shaped plate 31, enters flow control chamber 22a.
Water storage level in the 22b of passage chamber is during lower than water level in the 22a of flow control chamber, non-return flap valve 24a opens, rainwater admission passage chamber 22b in the 22a of flow control chamber, water storage level in the 22b of passage chamber is during higher than water level in the 22a of flow control chamber, non-return flap valve 24a closes, along with L-type plate, in the space that the inwall of the second compartment wall 22 and flow control chamber 22a surrounds, rainwater constantly overflows, in the 22a of flow control chamber, water level constantly rises, when water level surpasses after the circular keg float 35 of kickboard 33 bottoms, keg float 35 rises gradually under buoyancy, drive kickboard 33 to lift gradually, until by the port shutdown of sewage transition conduit 32 (or sewage transition conduit 32 '), make L-type plate, sewage in the space that the inwall of the second compartment wall 22 and flow control chamber 22a surrounds is no longer by sewage transition conduit 32 (or sewage transition conduit 32 '), sewage branch pipeline 14 enters drainage, thereby avoid excessive rainwater to enter the normal draining that drainage affects drainage.
After holding completely in retaining chamber 4, removable cover device is closed first rain import 40, by interflow pipeline, entering flow through cut-off groove 30,4 tops, retaining chamber of follow-up cleaner rainwater in shunting well is discharged by delivery port 20b, finally flow into river course, thereby avoided the early-stage rainwater of heavy contamination to flow into river course, river course has been polluted; Meanwhile, the impact while also having avoided interflow water flow of pipeline larger, drainage having been caused, has guaranteed the normal draining of drainage.
The rainfall later stage, displacement in the pipeline of interflow reduces, water level declines, the discharge reduction in the space that the inwall of cut-off groove 30 and L-type plate, the second compartment wall 22 and flow control chamber 22a of flowing through surrounds, behind the water level of the accommodation space top lower than sewage transition conduit 32 (or sewage transition conduit 32 ') port, circular keg float 35 drives kickboard 33 to decline gradually, finally makes kickboard 33 drop on baffle plate 34, recovers the sewage current floe condition of L shaped plate 31.
In retaining chamber 4 and water storage system 5, the first rain of savings is slowly retracted into drainage 13 through water-break system.Owing to entering the early-stage rainwater amount of long line retaining pipeline 50,51 and be greater than the water-break amount of water-break system, therefore, can the long line retaining pipeline being communicated with each shunting well be held full in the rainfall incipient stage, after the rain, again can be by early-stage rainwater amount from the slow drainage 13 that is retracted into of water-break system, in the situation that not affecting Wastewater Treatment Plant's operation, a large amount of early-stage rainwaters is processed.
Although above-mentioned, the utility model is described in detail; but the utility model is not limited to this; those skilled in the art can modify according to principle of the present utility model; therefore, all various modifications of carrying out according to principle of the present utility model all should be understood to fall into protection domain of the present utility model.
Claims (14)
1. pipeline primary rainwater closure in interflow holds a heat-extraction system, it is characterized in that comprising:
A plurality of interflow pipeline (10,11,12) being connected with river course (7);
Be used for the drainage (13) of sewage effluent;
Be arranged on respectively a plurality of shunting wells (2a, 2b, 2c) of a plurality of interflow pipe downstream, in each shunting well (2a, 2b, 2c), be provided with cut-off equipment (3) and be positioned at the retaining chamber (4) in cut-off equipment (3) downstream, cut-off equipment (3) is communicated with drainage (13) by sewage branch pipeline (14);
The water storage system (5) being communicated with a plurality of retainings chamber (4) respectively, water storage system (5) is communicated with drainage (13) by water-break system (6).
2. as claimed in claim 1 damming held heat-extraction system, it is characterized in that, described in each, the cross section of shunting well is rectangle, in it, be provided with the first compartment wall (21) extending along described interflow pipe lengths, the first compartment wall (21) will be divided into the first chamber (21a) and second chamber (21b) of mutual isolation in shunting well, have respectively water inlet (20a) and delivery port (20b) with interflow pipeline communication on the first chamber (21a).
3. as claimed in claim 2 damming held heat-extraction system, it is characterized in that, in described the second chamber (21b), be provided with the second compartment wall (22) extending perpendicular to described interflow pipe lengths, the second compartment wall (22) is divided into the second chamber (21b) flow control chamber (22a) and passage chamber (22b) arranging successively along water (flow) direction; The bottom of described the second compartment wall (22) is provided with for being communicated with the abandoned stream pipe (24) of flow control chamber (22a) and passage chamber (22b), and one end of abandoned stream pipe (24) interface channel chamber (22b) 22b is provided with non-return flap valve (24a).
4. as claimed in claim 3 damming held heat-extraction system, it is characterized in that, described drainage (13) is positioned at the upstream of described a plurality of shunting wells; Described cut-off equipment (3) comprising:
Be arranged on the L-type cut-off groove (30) in described the first chamber (21a), along extending perpendicular to the direction of interflow duct length, the free end of its horizonal base plate is fixed on the sidewall of the corresponding described water inlet of the first chamber (21a) (20a), the top of L-type cut-off groove (30) be connected the collecting fitting deferent of water inlet (20a) at the bottom of equal, its one end is communicated with flow control chamber (22a) through described the first compartment wall (21), and the other end is fixed on the sidewall relative with the first compartment wall (21) of described the first chamber (21a);
Be arranged on the L-type plate (31) in described flow control chamber (22a), perpendicular to interflow pipe lengths, extend, its one end is fixed on described the first compartment wall (21), the other end is fixed on the sidewall relative with the first compartment wall (21) of described flow control chamber (22a), the free end of its horizonal base plate is fixed on a sidewall of flow control chamber (22a), and its horizonal base plate is equal with the horizonal base plate of described L-type cut-off groove (30), and the top of its side plate is lower than the top of described L-type cut-off groove;
Be arranged on the sewage transition conduit (32) on the described sidewall of flow control chamber (22a), its one end is communicated with described sewage branch pipeline (14), the other end stretches out a described sidewall of flow control chamber (22a), and its pipe end is equal with the horizonal base plate of L-type plate (31).
5. as claimed in claim 3 damming held heat-extraction system, it is characterized in that, described drainage (13) is positioned at the downstream of described a plurality of shunting wells; Described cut-off equipment (3) comprising:
Be arranged on the L-type cut-off groove (30) in described the first chamber (21a), along extending perpendicular to the direction of interflow duct length, the top of L-type cut-off groove be connected the collecting fitting deferent of water inlet (20a) at the bottom of equal, the top of its side plate is connected with at the bottom of described collecting fitting deferent by horizontal connecting plate; Its one end is communicated with flow control chamber (22a) through described the first compartment wall (21), and the other end is fixed on the sidewall relative with the first compartment wall (21) of described the first chamber (21a);
Be arranged on the L-type plate (31) in described flow control chamber (22a), perpendicular to interflow pipe lengths, extend, its one end is fixed on described the first compartment wall (21), the other end is fixed on the sidewall relative with the first compartment wall (21) of described flow control chamber (22a), the free end of its horizonal base plate is fixed on described the second compartment wall (22), and its horizonal base plate is equal with the horizonal base plate of described L-type cut-off groove (30), the top of its side plate is lower than described L-type cut-off groove top;
Be arranged on the sewage transition conduit (32) in passage chamber (22b), its one end is communicated with the other end through described the second compartment wall (22) through the sidewall relative with the second compartment wall (22) of described passage chamber (22b) with described sewage branch pipeline (14), its pipe end is equal with the horizonal base plate of L-type plate (31).
6. damming as described in claim 4 or 5 held heat-extraction system, it is characterized in that,
In described the first chamber (21a), be provided with the 3rd compartment wall (23) extending perpendicular to described interflow pipe lengths, the top of the side plate of described L-type cut-off groove is connected with the top of described the 3rd compartment wall (23) by horizontal connecting plate.
7. as claimed in claim 5 damming held heat-extraction system, it is characterized in that, in described the first chamber (21a), be provided with the 3rd compartment wall (23) extending perpendicular to described interflow pipe lengths, the free end of the horizonal base plate of described L-type cut-off groove is fixed on described the 3rd compartment wall (23).
8. as claimed in claim 6 damming held heat-extraction system, it is characterized in that, between the first chamber (21a) sidewall of described the 3rd compartment wall (23) and corresponding described delivery port (20b), be fixed with horizontal partition wall (25), horizontal partition wall (25) be connected the collecting fitting deferent of delivery port (20b) at the bottom of equal; Horizontal partition wall (25), the 3rd compartment wall (23) surround described retaining chamber (4) with described the first chamber (21a) sidewall, have just rain import (40) on horizontal partition wall (25);
The part of the upper corresponding described retaining chamber (4) of the first compartment wall (21) is provided with passage, and retaining chamber (4) is communicated with described passage chamber (22b).
9. as claimed in claim 8 damming held heat-extraction system, it is characterized in that, the end face of the described other end of described sewage transition conduit (32) is inclined plane; On the horizonal base plate of described L-type plate (31), have through hole, on described through hole, be provided with for collaborating pipeline internal drainage amount automatic turnover device of the described other end of sewage transition conduit (32) described in automatic sealing when excessive when the rainfall.
10. as claimed in claim 9 damming held heat-extraction system, it is characterized in that, described automatic turnover device comprises:
Be sealed on the kickboard (33) on described through hole, one end of its contiguous described sewage transition conduit (32) is hinged on the horizonal base plate of described L-type plate (31);
Be fixed on the baffle plate (34) of horizonal base plate bottom corresponding described kickboard (33) other end of described L-type plate (31), be used for the described other end of backstop kickboard (33), make kickboard (33) equal with the horizonal base plate of described L-type plate (31); And
Be fixed on the keg float (35) of kickboard (33) bottom.
11. as claimed in claim 8 damming were held heat-extraction system, it is characterized in that, described just rain import (40) is one, and removable cover device is installed on it; Or described just rain import (40) is arrange along water (flow) direction a plurality of, the bottom that is positioned at described horizontal partition wall (25) between adjacent just rain import (40) is fixed with support post (26), in each just rain import (40), removable cover device is all installed.
12. as claimed in claim 8 damming were held heat-extraction system, it is characterized in that, described water storage system (5) comprising:
A plurality of long line retaining pipeline (50) being communicated with each retaining chamber (4) and each passage chamber (22b) respectively;
The separation well (51) that connects adjacent long line retaining pipeline (50); And
Respectively with two retaining manholes (52) of long line retaining pipeline of origin or beginning and a long line retaining pipeline communication of end;
Wherein, be communicated with drainage (13) by described water-break system (6) with a retaining manhole of a long line retaining pipeline communication of described end.
13. as claimed in claim 12 damming were held heat-extraction system, it is characterized in that, described water-break system (6) comprising:
One end is communicated with a described retaining manhole water-break pipeline (60) that the other end is communicated with described drainage (13);
Be arranged on the non-return flap valve (61) of the other end described in water-break pipeline.
14. as claimed in claim 12 damming were held heat-extraction system, it is characterized in that, in described separation well (51), be provided with demarcation strip (51a), on demarcation strip (51a), had the mouth of a river (51b), cross on the mouth of a river non-return flap valve (51c) is installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420090414.3U CN203769036U (en) | 2014-02-28 | 2014-02-28 | Initial rainwater cutoff, storage and drainage system of confluence pipeline |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420090414.3U CN203769036U (en) | 2014-02-28 | 2014-02-28 | Initial rainwater cutoff, storage and drainage system of confluence pipeline |
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| Publication Number | Publication Date |
|---|---|
| CN203769036U true CN203769036U (en) | 2014-08-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420090414.3U Expired - Lifetime CN203769036U (en) | 2014-02-28 | 2014-02-28 | Initial rainwater cutoff, storage and drainage system of confluence pipeline |
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| CN (1) | CN203769036U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878823A (en) * | 2014-02-28 | 2015-09-02 | 段昌和 | Combined pipeline initial rainwater interception, storage and drainage system and storage and drainage method |
| CN106545069A (en) * | 2016-12-09 | 2017-03-29 | 南京工业大学 | A kind of series connection of improvement city black and odorous water cuts dirt and receives pipe method |
-
2014
- 2014-02-28 CN CN201420090414.3U patent/CN203769036U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878823A (en) * | 2014-02-28 | 2015-09-02 | 段昌和 | Combined pipeline initial rainwater interception, storage and drainage system and storage and drainage method |
| CN106545069A (en) * | 2016-12-09 | 2017-03-29 | 南京工业大学 | A kind of series connection of improvement city black and odorous water cuts dirt and receives pipe method |
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