CN212612878U - Drainage system and equipment based on combined pipe network - Google Patents
Drainage system and equipment based on combined pipe network Download PDFInfo
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- CN212612878U CN212612878U CN202020423802.4U CN202020423802U CN212612878U CN 212612878 U CN212612878 U CN 212612878U CN 202020423802 U CN202020423802 U CN 202020423802U CN 212612878 U CN212612878 U CN 212612878U
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Abstract
The utility model provides a drainage system based on confluence tubulation net, include: a branch confluence pipe; the sewage branch pipe is communicated with the confluence branch pipe; the rainwater inlet is communicated with the confluence branch pipe; the first flow dividing facility is respectively communicated with the confluence branch pipe and the municipal confluence pipe; the first rain storage facility is communicated with the first diversion facility; and the second flow dividing facility is communicated with the municipal confluence pipe, and the online treatment facility and the sewage treatment facility are respectively communicated with the second flow dividing facility. The utility model also provides a drainage equipment based on confluence tubulation net. The utility model reduces the processing pressure of the processing facility in the rainfall period, prolongs the service life and reduces the resource waste; and the technical defect of river channel dryness caused by only treating and discharging sewage is avoided in the non-rainfall period, and the technical effect of timely replenishing river water is achieved.
Description
Technical Field
The utility model belongs to the technical field of municipal drainage, in particular to drainage system and equipment based on confluence tubulation net.
Background
Municipal drainage systems in cities are mainly divided into combined drainage systems and split drainage systems. The earliest combined drainage system mixes sewage, industrial wastewater and rainwater in the same canal, directly discharges the sewage into a water body nearby without any treatment, and is easy to cause serious pollution to the received water body. The split-flow drainage system is a device which can drain domestic sewage, industrial wastewater and rainwater in two or more independent pipelines respectively.
At present, in the existing municipal drainage technology, most of confluence districts divide rainwater into primary rain and middle and later stage rain according to a time-length method, a water quality method or a liquid level method in rainy days, and aiming at the discharge mode of the primary rain, the primary rain is generally directly shunted to a municipal confluence pipe and is recycled after being treated by a sewage treatment plant, however, the conveying capacity of a sewage pipe is limited, the sewage pipe cannot contain a large amount of mixed water of sewage and rainwater, if the sewage pipe is modified, the cost is inevitably high, and when the mixed water mixed with the sewage and the primary rain is sent to the sewage treatment plant for treatment due to large amount, the capacity of the sewage treatment plant is insufficient, or the treatment resources are wasted; in addition, in sunny days, all the initial rain is treated and discharged in rainy days, and the water treatment discharge amount only relates to domestic sewage, so that the river is dried under the condition that no water is supplemented along the river due to insufficient water treatment discharge amount in long-term sunny days.
Therefore, in the existing municipal drainage technology, aiming at the problems that the treatment pressure of a sewage treatment plant is very high and the sewage treatment plant runs in an overload mode in rainy days, the service life of a treatment facility is shortened, the resource waste is reduced, the conveying pressure and the conveying strength of a sewage pipe are increased, the cost is increased when the sewage pipe is reconstructed, and the technical defect that the watercourse is dry due to the fact that no water is supplemented along the watercourse easily caused by insufficient water treatment discharge in fine days is overcome.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that the treatment pressure of sewage treatment plant is very big when rainy day, the overload operation, and treatment facility life is extremely low and very easily cause the wasting of resources, has also increased sewer pipe delivery pressure and conveying strength simultaneously, and reforms transform sewage pipe and must increase the cost again to and very easily take place the dry technical defect of river course when fine.
In order to solve the above technical problem, the first aspect of the present invention provides a drainage system based on confluence tubulation net, the system includes:
a municipal confluence pipe for conveying rainwater and/or sewage;
the confluence branch pipe is used for conveying rainwater and/or sewage;
a sewage branch pipe communicating with the merging branch pipe to deliver the sewage into the merging branch pipe;
the rainwater inlet is communicated with the confluence branch pipe;
the first flow dividing facility is respectively communicated with the confluence branch pipe and the municipal confluence pipe and is positioned at the downstream position of the confluence branch pipe;
a first rain storage facility in communication with the first diversion facility;
the second shunt facility is communicated with the municipal flow junction pipe and is positioned at the downstream position of the municipal flow junction pipe;
an in-line processing facility in communication with the second split facility;
the sewage treatment facility is communicated with the second flow dividing facility;
the first rain or the mixed water of the first rain and the sewage conveyed in the confluence branch pipe is shunted to the first rain storage facility for storage through the first shunting facility in the rainfall period, and the first rain or the mixed water of the first rain and the sewage stored in the first rain storage facility is shunted to an online treatment facility for treatment through the first shunting facility, the municipal confluence pipe and the second shunting facility in sequence in the non-rainfall period; or in the non-rainfall period, the sewage in the sewage branch pipe is divided to the sewage treatment facility for treatment through the confluence branch pipe, the first dividing facility, the municipal confluence pipe and the second dividing facility in sequence.
Optionally, the system further includes:
the first water conservancy switch is arranged at a water outlet of the first diversion facility in the direction leading to the municipal confluence pipe;
and the number of the first and second groups,
and the second water conservancy switch is arranged at a water outlet where the first diversion facility leads to the direction of the initial rain storage facility.
Optionally, the system further includes:
a first pump provided in the initial rain storage facility to pump the initial rain or a mixed water of the initial rain and sewage from the initial rain storage facility into the municipal confluence pipe or the second split facility.
Optionally, the first rain regulation facility is a low-lying area or a lake in a unit area or a reservoir arranged in the unit area.
Optionally, the online treatment facility is an ecological retention tank, a biological filter, a physicochemical treatment facility, a biochemical treatment facility, an oxidation pond or an artificial wetland.
Optionally, the sewage treatment facility is a sewage treatment plant.
In a second aspect, the utility model also provides a drainage equipment based on confluence tubulation net for municipal administration confluence tubulation pipeline, municipal administration confluence tubulation pipeline includes municipal administration confluence pipe, equipment includes:
the confluence branch pipe is used for conveying rainwater and/or sewage;
a sewage branch pipe communicating with the merging branch pipe to deliver the sewage into the merging branch pipe;
the rainwater inlet is communicated with the confluence branch pipe;
the first flow dividing facility is respectively communicated with the confluence branch pipe and the municipal confluence pipe and is positioned at the downstream position of the confluence branch pipe;
a first rain storage facility in communication with the first diversion facility;
the second shunt facility is communicated with the municipal flow junction pipe and is positioned at the downstream position of the municipal flow junction pipe;
the first rain or the mixed water of the first rain and the sewage conveyed in the confluence branch pipe is shunted to the first rain storage facility for storage through the first shunting facility in the rainfall period, and the first rain or the mixed water of the first rain and the sewage stored in the first rain storage facility is shunted to an online treatment facility for treatment through the first shunting facility, the municipal confluence pipe and the second shunting facility in sequence in the non-rainfall period; or in the non-rainfall period, the sewage in the sewage branch pipe is divided to a sewage treatment facility for treatment through the confluence branch pipe, the first dividing facility, the municipal confluence pipe and the second dividing facility in sequence.
Optionally, the method further includes:
the first water conservancy switch is arranged at a water outlet of the first diversion facility in the direction leading to the municipal confluence pipe;
and the number of the first and second groups,
and the second water conservancy switch is arranged at a water outlet where the first diversion facility leads to the direction of the initial rain storage facility.
Optionally, the apparatus further comprises:
a first pump provided in the initial rain storage facility to pump the initial rain or a mixed water of the initial rain and sewage from the initial rain storage facility into the municipal confluence pipe or the second split facility.
Optionally, the first rain regulation facility is a low-lying area or a lake in a unit area or a reservoir arranged in the unit area.
Has the advantages that:
the utility model provides a drainage system based on confluence tubulation net, used for municipal administration confluence tubulation pipeline, through linking together confluence branch pipe and inlet for stom water, in order to be used for carrying the rainwater in the rainfall period, link together sewage branch pipe and confluence branch pipe, in order to carry the sewage to in the confluence branch pipe in the rainfall period or non-rainfall period; the first diversion facility is arranged at the downstream position of the confluence branch pipe and is respectively communicated with the confluence branch pipe and the municipal confluence pipe, so that rainwater or mixed water of the rainwater and sewage in the confluence branch pipe is diverted through the first diversion facility, and is communicated with the first diversion facility through the first rain regulation facility, so that the first rain or mixed water of the first rain and the sewage in the rainfall period is stored after being diverted through the first diversion facility, the technical defects caused when the first rain is directly conveyed to the municipal confluence pipe and conveyed to the sewage treatment facility through the municipal confluence pipe for treatment are effectively avoided, the treatment pressure of the sewage treatment facility in the rainfall period is effectively reduced, the overload operation working state of the sewage treatment facility is lightened, the service life of the sewage treatment facility is prolonged, and the modification cost is reduced; and the first rain or the mixed water of the first rain and the sewage stored in the first rain storage facility is shunted to the online treatment facility for treatment through the first shunt facility and the second shunt facility in the non-rainfall period, and then flows into a natural water body or a downstream pipeline, or the mixed water of the first rain and the sewage flows to the sewage treatment facility through the municipal confluence pipe in the non-rainfall period for treatment and then is discharged, so that the technical defect of river channel dryness caused by only treating and discharging the sewage in the non-rainfall period is effectively avoided, and the technical effect of timely replenishing river water is achieved.
The above description is only an overview of the technical solutions of the present invention, and in order to make the technical means of the present invention more clearly understood, the present invention may be implemented according to the content of the description, and in order to make the above and other objects, features, and advantages of the present invention more obvious and understandable, the following detailed description of the present invention is given.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a first schematic structural diagram of a drainage system based on a combined pipe network according to a first embodiment of the present invention;
fig. 2 is a schematic structural view of a drainage system based on a combined pipe network according to a first embodiment of the present invention;
fig. 3 is a schematic structural view of a drainage device based on a combined pipe network according to an embodiment of the present invention;
fig. 4 is a schematic structural diagram of a drainage device based on a combined pipe network according to the second embodiment of the present invention.
Detailed Description
The utility model provides a drainage system based on confluence tubulation net, used for municipal administration confluence tubulation pipeline, through linking together confluence branch pipe and inlet for stom water, in order to be used for carrying the rainwater in the rainfall period, link together sewage branch pipe and confluence branch pipe, in order to carry the sewage to in the confluence branch pipe in the rainfall period or non-rainfall period; the first diversion facility is arranged at the downstream position of the confluence branch pipe and is respectively communicated with the confluence branch pipe and the municipal confluence pipe, so that rainwater or mixed water of the rainwater and sewage in the confluence branch pipe is diverted through the first diversion facility, and is communicated with the first diversion facility through the first rain regulation facility, so that the first rain or mixed water of the first rain and the sewage in the rainfall period is stored after being diverted through the first diversion facility, the technical defects caused when the first rain is directly conveyed to the municipal confluence pipe and conveyed to the sewage treatment facility through the municipal confluence pipe for treatment are effectively avoided, the treatment pressure of the sewage treatment facility in the rainfall period is effectively reduced, the overload operation working state of the sewage treatment facility is lightened, the service life of the sewage treatment facility is prolonged, and the modification cost is reduced; and the first rain or the mixed water of the first rain and the sewage stored in the first rain storage facility is shunted to the online treatment facility for treatment through the first shunt facility and the second shunt facility in the non-rainfall period, and then flows into a natural water body or a downstream pipeline, or the mixed water of the first rain and the sewage flows to the sewage treatment facility through the municipal confluence pipe in the non-rainfall period for treatment and then is discharged, so that the technical defect of river channel dryness caused by only treating and discharging the sewage in the non-rainfall period is effectively avoided, and the technical effect of timely replenishing river water is achieved.
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art belong to the protection scope of the present invention; the "and/or" keyword "referred to in this embodiment represents sum or two cases, in other words, a and/or B mentioned in the embodiment of the present invention represents two cases of a and B, A or B, and describes three states where a and B exist, such as a and/or B, representing: only A does not include B; only B does not include A; including A and B.
Also, in embodiments of the invention, when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When one component is said to be "in communication with" another component, it can be directly connected to the other component or intervening components may be present. When a component is referred to as being "disposed on" another component, it can be directly on the other component or intervening components may also be present. The terms "vertical," "horizontal," "left," "right," and similar expressions used in the embodiments of the present invention are for illustrative purposes only and are not intended to limit the present invention.
It should be noted that, in order to explain the present invention in more detail, so as to enable those skilled in the art to understand the present invention more clearly and clearly, and to support the technical problem to be solved and the technical effect that can be achieved by the corresponding of the present invention, before introducing the present invention, the following explanation is made for the term noun to which it relates:
a confluence branch pipe which is a pipe for transporting rainwater, sewage, or mixed water of rainwater and sewage in the unit area pipe; a sewage branch pipe which is a pipe for transporting sewage in the unit area pipe; the municipal confluence pipe is a pipeline used for conveying rainwater or sewage or mixed water of the rainwater and the sewage in a municipal pipeline.
It will be understood by those skilled in the art that the above "storm water", "sewage", and "mixed water" are not limiting as to the function of the "branch pipe" or "pipe", but merely serve a differentiating function. In other words, confluence branch pipe, sewage branch pipe, municipal administration confluence pipe all can use same kind of pipeline, perhaps different kind of pipeline, perhaps the same, the partly different pipeline of part, this the utility model discloses do not limit, as long as can realize the pipeline that liquid was carried, all be applicable to the utility model discloses, also all be in the protection scope.
The period related in the utility model can be divided into a rainfall period and a non-rainfall period according to whether the rainfall behavior occurs, wherein the rainfall period refers to the period of the rainfall behavior and can be understood as a rainy day; the non-rainfall period is a period opposite to the rainfall period, and is a period in which no rainfall action occurs, and may be understood as a sunny day. Or according to the rainfall, the period related in the utility model can be divided into a rainfall period and a non-rainfall period, wherein the rainfall period refers to the period when the rainfall reaches a certain rainfall threshold value and can be understood as the period when the rainfall is slightly larger; the non-rainfall period is a period opposite to the rainfall period, and refers to a period when the rainfall is less than the rainfall threshold, and may be understood as a period when there is no rainfall or when the rainfall is small.
The utility model discloses, it is not limited to what kind of mode it belongs to rainfall period and non-rainfall period specifically, can select to confirm according to actual operation demand; in other words, any of the above-described manners of determining the rainfall period and the non-rainfall period is applicable to the present invention. And how to judge to whether rainfall takes place to and how to reach a rainfall threshold value to the rainfall and judge, adopt prior art's judgement mode can, the utility model discloses no longer to the judgement mode whether rainfall takes place to and whether reach the judgement mode of a rainfall threshold value to the rainfall and prescribe a limit to, as long as can realize whether the rainfall takes place, or whether the rainfall reaches the judgement mode of the judgement result of a rainfall threshold value, all is applicable to the utility model discloses the rainfall is taken place to the acquisition, and the rainfall is judged to the judgement mode of the judgement result of a rainfall threshold value is not reached.
Furthermore, for the rainfall period, the rainwater can be divided into the first rain and the middle and later rain, and the division manner can adopt a time-lapse method, a water quality method or a liquid level method in the prior art, for example, when the time-lapse method is adopted, the corresponding rainwater is the first rain in the rainfall period, and the corresponding rainwater is the middle and later rain in the middle and later periods of the rainfall; if a water quality method is adopted, when the concentration of the rainwater is higher than a certain concentration threshold value, the rainwater is the initial rainwater, and when the concentration of the rainwater is lower than a certain concentration threshold value, the rainwater is the middle and later stage rainwater; if the liquid level method is adopted, the rainwater is the initial rainwater when the liquid level of the rainwater is lower than a certain liquid level threshold, and the rainwater is the middle and later stage rainwater when the liquid level of the rainwater is higher than a certain liquid level threshold.
Similarly, the determination of which mode the initial rain or the middle and later rain belongs to is not limited, and the determination can be selected according to the actual operation requirement; in other words, any of the above-mentioned manners of determining the initial rain or the middle and later rain is applicable to the present invention.
Of course, it should be understood by those skilled in the art that since certain errors are allowed in the drainage process of rainwater and/or sewage in the actual operation process, certain errors may exist in the specific division of each period, for example, there is an imprecise division node between the initial rain and the middle and late rain, which results in the early rain mixed with the middle and late rain, or the initial rain/middle and late rain mixed with a small amount of sewage; and because the operation that this error leads to influences owing to do not influence the utility model discloses whole technical scheme's implementation effect can be neglected, should not regard as with this not in the utility model protection scope in.
Example one
Please specifically refer to fig. 1, which is a schematic diagram of an overall structure of a drainage system based on a combined pipe network according to an embodiment of the present invention, the drainage system based on the combined pipe network specifically includes: the system comprises a confluence branch pipe 1, a sewage branch pipe 2, a rainwater inlet 3, a municipal confluence pipe 6, a first diversion facility 4, an initial rainwater storage facility 5, a second diversion facility 7, an online treatment facility 11 and a sewage treatment facility 12.
Wherein, confluence branch pipe 1, sewage branch pipe 2, inlet for stom water 3 all can set up in the unit area, and this unit area is for the region that needs to carry out the processing to sewage and rainwater, can be residential quarter, school, administrative area etc. certainly at the actual in-process that sets up, in order to be connected with municipal administration pipeline, partial branch pipe extends to outside the unit area or the town road, also is applicable to the utility model discloses, to this the utility model discloses do not prescribe a limit. Confluence branch pipe 1 links to each other with inlet for stom water 3 and is used for carrying the rainwater for carry after joining confluence branch pipe 1 at the first rain in the rainfall period, middle and later stage rain through inlet for stom water 3, can understand that the quantity of inlet for stom water 3 can be a plurality of, and the distribution position of a plurality of inlets for stom water 3 in the unit area can be optional position, can carry out reasonable setting according to actual long-pending rain position in the actual process, the utility model discloses do not restrict yet. The sewage branch pipes 2 are communicated with the municipal confluence pipe 10, so that sewage in the unit area is firstly converged into the sewage branch pipes 2, and then the sewage is intensively conveyed into the confluence branch pipes 1 through the sewage branch pipes 2; the municipal water manifold 10 may be connected to a second flow dividing facility 7, and connected to a sewage treatment facility 12 (e.g., a sewage treatment plant) through the second flow dividing facility 7, and the sewage may be treated by the sewage treatment facility 12 and discharged, or connected to an on-line treatment facility 11 (e.g., a biofilter) through the second flow dividing facility 7, and the rainwater or a mixed water of the rainwater and the sewage may be treated by the on-line treatment facility 11 and discharged.
Additionally, the utility model discloses in the low reaches position of confluence branch pipe 1, be provided with first reposition of redundant personnel facility 4 and just rain regulation facility 5, this first reposition of redundant personnel facility 4 is linked together with confluence branch pipe 1 and municipal administration confluence pipe 6 respectively, and this just rain regulation facility 5 is linked together with first reposition of redundant personnel facility 4. It can be understood that the first diversion facility 4 is provided with a connection structure of at least one water inlet and two water outlets, that is, the water inlet of the first diversion facility 4 is communicated with the confluence branch pipe 1 and the two water outlets are respectively communicated with the first rain storage facility 5 and the municipal confluence pipe 6.
Therefore, the first rain in the rainfall period in the inflow branch pipe 1 is shunted through the first shunt facility 4, and the first rain is shunted through the first shunt facility 4 and then stored through the first rain storage facility 5, so that the defects of overlarge treatment pressure and resource waste of the sewage treatment facility caused by directly conveying the first rain to the municipal confluence pipe and conveying the first rain to the sewage treatment facility for treatment through the municipal confluence pipe are effectively overcome, the treatment pressure of the sewage treatment facility in the rainfall period is effectively reduced, the overload operation working state of the sewage treatment facility is lightened, the service life of the sewage treatment facility is prolonged, and the reconstruction cost of the sewage pipe is reduced; of course, in the rainfall period, if the sewage in the sewage branch pipe 2 also enters the confluence branch pipe 1, at this time, the mixed water of the sewage and the initial rain exists in the confluence branch pipe 1, at this time, the mixed water of the initial rain and the sewage is stored after being divided by the first dividing facility 4 by the initial rain storage facility 5, so that the treatment pressure of the online treatment facility 11 communicated with the second dividing facility 7 due to the fact that the mixed water in the whole rainfall period in the confluence branch pipe 1 flows downwards to the second dividing facility 7 communicated with the municipal confluence pipe 6 is effectively avoided; finally, the pressure of the online treatment facility 11 on the rainwater and/or sewage treatment in the rainfall period is reduced, the overload operation working state is lightened, and the service life of the online treatment facility 11 is prolonged; certainly, the defects of overlarge treatment pressure of the sewage treatment facility, resource waste and the like caused when the mixed water of the initial rain and the sewage is directly conveyed to the municipal flow-merging pipe and conveyed to the sewage treatment facility by the municipal flow-merging pipe for treatment are also avoided. And stored primary rain or mixed water of the primary rain and sewage is shunted to the online treatment facility 11 for treatment through the first shunt facility 4 and the second shunt facility 7 in the non-rainfall period, and then flows into a natural water body or a downstream pipeline, so that the technical defect of dry riverway caused by treating and discharging sewage only in the non-rainfall period is effectively overcome, and river water is effectively replenished.
As an implementation mode of realizing the 4 reposition of redundant personnel actions of first reposition of redundant personnel facility, the embodiment of the utility model provides a can include first water conservancy switch and second water conservancy switch. Wherein, the first water switch is arranged at a water outlet of the first shunt facility 4 which leads to the municipal confluence pipe 6; the second water conservancy switch sets up in the delivery port department of first reposition of redundant personnel facility 4 leading to first rain regulation facility 5 direction. Through closing and the second water conservancy switch is opened in the rainfall period control first water conservancy switch for the first rain in the confluence branch pipe 1 is shunted to storage facility 5 through first reposition of redundant personnel facility 4 and is saved, and to middle and later stage rain, open and the second water conservancy switch is closed through control first water conservancy switch, make middle and later stage rain in the confluence branch pipe 1 pass through first reposition of redundant personnel facility 4 in proper order, the reposition of redundant personnel is handled to on-line treatment facility 11 to second reposition of redundant personnel facility 7, and then realize in the rainfall period adjusting and storing to first rain, alleviate the treatment facility's treatment pressure, also avoid the wasting of resources simultaneously, also can realize simultaneously that the water level in the non-rainfall period to the natural water supplies.
As another embodiment for realizing the splitting action of the first splitting means 4, the embodiment of the present invention may also include a first pump; the first pump is provided in the primary rain storage facility 5 to pump primary rain from the primary rain storage facility 5 to the municipal flow-joining pipe 6 or the second diversion facility 7. Also in this kind of implementation, the embodiment of the utility model provides a still include the first water conservancy switch that sets up in the delivery port department that first reposition of redundant personnel facility 4 accesss to municipal confluence pipe 6 direction to and set up the second water conservancy switch that the delivery port department that first reposition of redundant personnel facility 4 accesss to the 5 directions of first rain regulation facility. Concretely, control first water conservancy switch and close and the second water conservancy switch is opened when the rainfall period, make the first rain in the confluence branch pipe 1 shunt to store in the first rain regulation facility 5 through first reposition of redundant personnel facility 4, and to middle and later stage rain, open and the second water conservancy switch is closed through controlling first water conservancy switch, make the middle and later stage rain in the confluence branch pipe 1 pass through first reposition of redundant personnel facility 4 in proper order, municipal administration confluence pipe 6, 7 reposition of redundant personnel of second reposition of redundant personnel facility are handled to on-line treatment facility 11, and then realize adjusting the first rain in the rainfall period, alleviate the treatment pressure who handles the facility, also avoid the wasting of resources simultaneously. And when the water discharge demand is large, the first pump is controlled to synchronously pump the primary rain or the mixed water of the primary rain and sewage in the primary rain storage facility 5 back to the second diversion facility 7 or the online treatment facility 11, so that the situation that the current water supply cannot be met only by opening the second water conservancy switch is solved, or the first water conservancy switch can be closed when the primary rain in the primary rain storage facility 5 is pumped back by the first pump.
Those skilled in the art can understand that the first rain water or the mixed water of the first rain water and the sewage in the first rain water storage facility 5 is specifically delivered to the second diversion facility 7 or the on-line treatment facility 11 by any of the above embodiments, and the control may be selected according to the actual operation requirement; in other words, the utility model discloses do not specifically limit to the transport mode of the first rain in the first rain regulation facility 5 or the mixed water of first rain and sewage, above-mentioned two kinds of transport modes to and similar transport mode among the prior art, as long as can realize with the first rain in the first rain regulation facility 5 or the mixed water teletransmission of first rain and sewage to the technical effect of second reposition of redundant personnel facility 7 or on-line processing facility 11 department, all be applicable to the utility model discloses, also all be in the protection scope of the utility model and so on.
Further, with continuing reference to fig. 2, an embodiment of the present invention further includes: a transmitter 8 and a controller 9.
In detail, the transmitter 8 is configured to receive an identification instruction of the current time period, where the identification instruction includes one of the following instructions: the rain early-stage identification method comprises a first identification instruction used for representing non-rainfall periods, a second identification instruction used for representing that rainwater in the rainfall periods is early rain, and a third identification instruction used for representing that the rainwater in the rainfall periods is middle and late rain; a controller 9 is in communication with the transmitter, the first hydraulic switch, and the second hydraulic switch, respectively, the controller 9 including a memory and a processor, wherein the memory stores a computer program that when executed by the processor performs the steps of:
receiving an identification instruction sent by the transmitter; according to the identification command, the switching of first water conservancy switch, second water conservancy switch is switched, it specifically includes to switch:
when the identification instruction is a first identification instruction, the first water conservancy switch is controlled to be started, the second water conservancy switch is controlled to be started, and the primary rain or the mixed water of the primary rain and the sewage is enabled to be distributed to the online treatment facility sequentially through the first distribution facility, the municipal confluence pipe and the second distribution facility; or the first water conservancy switch is controlled to be opened and the second water conservancy switch is controlled to be closed, so that the sewage is conveyed to the sewage treatment facility for treatment through the first diversion facility and the municipal confluence pipe in sequence; when the identification instruction is a second identification instruction, controlling the first water conservancy switch to be turned off and the second water conservancy switch to be turned on so that the primary rain in the confluence branch pipe or the mixed water of the primary rain and the sewage is shunted to the primary rain regulation facility for storage through the first shunt facility; or the first water conservancy switch and the second water conservancy switch are controlled to be started, so that one part of mixed water of the primary rain and the sewage in the confluence branch pipe is shunted to the primary rain storage facility for storage through the first shunt facility, and the other part of mixed water is conveyed to the sewage treatment facility or the online treatment facility for treatment through the first shunt facility and the municipal confluence pipe in sequence; and when the identification instruction is a third identification instruction, controlling the first water conservancy switch to be switched on and the second water conservancy switch to be switched off, so that the middle and later stage rain in the confluence branch pipe or the mixed water of the middle and later stage rain and the sewage is shunted to the online treatment facility or the sewage treatment facility through the first shunt facility, the municipal confluence pipe and the second shunt facility in sequence.
It should be noted that, in the embodiment of the present invention, the transmitter 110 is used for receiving and transmitting the identification command of the current period, that is, directly obtaining the identification command for controlling the controller, the command may be directly inputted by a human, or another terminal device or a remote terminal may transmit the identification command, and transmit the identification command to the controller after receiving the identification command, and the determination method of the prior art is adopted without acting on how to obtain the identification command, in other words, how to determine whether rainfall occurs, and how to determine whether the rainfall in the rainfall period is early rain or late rain, the present invention no longer makes a limitation on the determination method, and only needs to obtain the first identification command for representing the non-rainfall period and the second identification command for representing the rainfall in the rainfall period as early rain, and be used for the sign in the rainfall period rainwater be the acquisition mode or the judgement mode of the third identification order of middle and later stage rain, all be applicable to the utility model discloses.
This is achieved in that, when the second identification command is received by the transmitter 8, it is transmitted to the controller 9, and the controller 9 executes a control command for switching the hydraulic switch. Finally, regulation and storage are carried out aiming at the initial rain, the treatment pressure of the treatment facility in the rainfall period is reduced, the overload operation working state of the treatment facility is lightened, the service life of the treatment facility is prolonged, and the technical effect of supplying the water level in the natural water body in the non-rainfall period is achieved.
In the embodiment of the present invention, the first rain storage facility 5 is a low-lying area or a pond in a unit area or a reservoir disposed in the unit area.
In the embodiment of the present invention, the on-line treatment facility 11 is an ecological retention tank, a biological filter, a physicochemical treatment facility, a biochemical treatment facility, an oxidation pond, or an artificial wetland.
In an embodiment of the present invention, the apparatus further includes: and the return branch pipe 10 is communicated with the initial rain storage facility 5 and is used for recycling reclaimed water of supernatant in the initial rain storage facility.
Example two
Continuing to refer to fig. 3, based on the same utility model concept, the second embodiment of the present invention provides a drainage apparatus based on a combined pipe network, for municipal combined pipe, the municipal combined pipe includes municipal combined pipe, the apparatus includes: the confluence branch pipe 1 is used for conveying rainwater and/or sewage; a sewage branch pipe 2 communicating with the merging branch pipe to deliver the sewage into the merging branch pipe; the rainwater inlet 3 is communicated with the confluence branch pipe; the first flow dividing facility 4 is respectively communicated with the confluence branch pipe and the municipal confluence pipe and is positioned at the downstream of the confluence branch pipe; a first rain storage facility 5 communicated with the first diversion facility; and the second flow dividing facility 7 is communicated with the municipal flow junction pipe and is positioned at the downstream position of the municipal flow junction pipe.
The first rain or the mixed water of the first rain and the sewage conveyed in the confluence branch pipe is shunted to the first rain storage facility for storage through the first shunting facility in the rainfall period, and the first rain or the mixed water of the first rain and the sewage stored in the first rain storage facility is shunted to an online treatment facility for treatment through the first shunting facility, the municipal confluence pipe and the second shunting facility in sequence in the non-rainfall period; or in the non-rainfall period, the sewage in the sewage branch pipe is divided to a sewage treatment facility for treatment through the confluence branch pipe, the first dividing facility, the municipal confluence pipe and the second dividing facility in sequence.
In the second embodiment, the method further includes: the first water conservancy switch is arranged at a water outlet of the first diversion facility in the direction leading to the municipal confluence pipe; and the second water conservancy switch is arranged at a water outlet where the first diversion facility leads to the direction of the initial rain storage facility.
In this second embodiment, the apparatus further includes: a transmitter 8 for receiving an identification instruction of the current time period, the identification instruction comprising one of the following instructions: the rain early-stage identification method comprises a first identification instruction used for representing non-rainfall periods, a second identification instruction used for representing that rainwater in the rainfall periods is early rain, and a third identification instruction used for representing that the rainwater in the rainfall periods is middle and late rain; a controller 9 communicatively coupled to the transmitter, the first hydraulic switch, and the second hydraulic switch, respectively, the controller including a memory and a processor, wherein the memory stores a computer program that, when executed by the processor, performs the steps of:
receiving an identification instruction sent by the transmitter; according to the identification command, the switching of first water conservancy switch, second water conservancy switch is switched, it specifically includes to switch:
when the identification instruction is a first identification instruction, the first water conservancy switch is controlled to be started, the second water conservancy switch is controlled to be started, and the primary rain or the mixed water of the primary rain and the sewage is enabled to be distributed to the online treatment facility sequentially through the first distribution facility, the municipal confluence pipe and the second distribution facility; or the first water conservancy switch is controlled to be opened and the second water conservancy switch is controlled to be closed, so that the sewage is conveyed to the sewage treatment facility for treatment through the first diversion facility and the municipal confluence pipe in sequence; when the identification instruction is a second identification instruction, controlling the first water conservancy switch to be turned off and the second water conservancy switch to be turned on so that the primary rain in the confluence branch pipe or the mixed water of the primary rain and the sewage is shunted to the primary rain regulation facility for storage through the first shunt facility; or the first water conservancy switch and the second water conservancy switch are controlled to be started, so that one part of mixed water of the primary rain and the sewage in the confluence branch pipe is shunted to the primary rain storage facility for storage through the first shunt facility, and the other part of mixed water is conveyed to the sewage treatment facility or the online treatment facility for treatment through the first shunt facility and the municipal confluence pipe in sequence; and when the identification instruction is a third identification instruction, controlling the first water conservancy switch to be switched on and the second water conservancy switch to be switched off, so that the middle and later stage rain in the confluence branch pipe or the mixed water of the middle and later stage rain and the sewage is shunted to the online treatment facility or the sewage treatment facility through the first shunt facility, the municipal confluence pipe and the second shunt facility in sequence.
Since the second embodiment is based on the same concept as the first embodiment, the second embodiment forms a certain device structure in the first embodiment, and the specific structure of the device structure is completely the same as that of the device structure in the first embodiment, and thus, no further description is given here, and reference is not made to the device structure in the second embodiment for the detailed description of the device structure in the first embodiment.
Finally, it should be noted that while the preferred embodiments of the present invention have been described, additional variations and modifications to these embodiments may occur to those skilled in the art once they learn of the basic inventive concepts. It is therefore intended that the appended claims be interpreted as including the preferred embodiment and all such alterations and modifications as fall within the scope of the invention. It is apparent that those skilled in the art can make various changes and modifications to the embodiments of the present invention without departing from the spirit and scope of the embodiments of the present invention. Thus, if such modifications and variations of the embodiments of the present invention fall within the scope of the claims and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (10)
1. A drainage system based on a combined pipe network, the system comprising:
a municipal confluence pipe for conveying rainwater and/or sewage;
the confluence branch pipe is used for conveying rainwater and/or sewage;
a sewage branch pipe communicating with the merging branch pipe to deliver the sewage into the merging branch pipe;
the rainwater inlet is communicated with the confluence branch pipe;
the first flow dividing facility is respectively communicated with the confluence branch pipe and the municipal confluence pipe and is positioned at the downstream position of the confluence branch pipe;
a first rain storage facility in communication with the first diversion facility;
the second shunt facility is communicated with the municipal flow junction pipe and is positioned at the downstream position of the municipal flow junction pipe;
an in-line processing facility in communication with the second split facility;
the sewage treatment facility is communicated with the second flow dividing facility;
the first rain or the mixed water of the first rain and the sewage conveyed in the confluence branch pipe is shunted to the first rain storage facility for storage through the first shunting facility in the rainfall period, and the first rain or the mixed water of the first rain and the sewage stored in the first rain storage facility is shunted to an online treatment facility for treatment through the first shunting facility, the municipal confluence pipe and the second shunting facility in sequence in the non-rainfall period; or in the non-rainfall period, the sewage in the sewage branch pipe is divided to the sewage treatment facility for treatment through the confluence branch pipe, the first dividing facility, the municipal confluence pipe and the second dividing facility in sequence.
2. The system of claim 1, wherein the system further comprises:
the first water conservancy switch is arranged at a water outlet of the first diversion facility in the direction leading to the municipal confluence pipe;
and the number of the first and second groups,
and the second water conservancy switch is arranged at a water outlet where the first diversion facility leads to the direction of the initial rain storage facility.
3. The system of claim 2, wherein the system further comprises:
a first pump provided in the initial rain storage facility to pump the initial rain or a mixed water of the initial rain and sewage from the initial rain storage facility into the municipal confluence pipe or the second split facility.
4. The system of any one of claims 1-3, wherein:
the primary rain regulation and storage facility is a low-lying land or a lake in a unit area or a reservoir arranged in the unit area.
5. The system of any one of claims 1-3, wherein:
the on-line treatment facility is an ecological retention tank, or a biological filter, or a physicochemical treatment facility, or a biochemical treatment facility, or an oxidation pond, or an artificial wetland.
6. The system of any one of claims 1-3, wherein:
the sewage treatment facility is a sewage treatment plant.
7. A drainage apparatus based on a combined pipe network for a municipal combined pipe comprising a municipal combined pipe, the apparatus comprising:
the confluence branch pipe is used for conveying rainwater and/or sewage;
a sewage branch pipe communicating with the merging branch pipe to deliver the sewage into the merging branch pipe;
the rainwater inlet is communicated with the confluence branch pipe;
the first flow dividing facility is respectively communicated with the confluence branch pipe and the municipal confluence pipe and is positioned at the downstream position of the confluence branch pipe;
a first rain storage facility in communication with the first diversion facility;
the second shunt facility is communicated with the municipal flow junction pipe and is positioned at the downstream position of the municipal flow junction pipe;
the first rain or the mixed water of the first rain and the sewage conveyed in the confluence branch pipe is shunted to the first rain storage facility for storage through the first shunting facility in the rainfall period, and the first rain or the mixed water of the first rain and the sewage stored in the first rain storage facility is shunted to an online treatment facility for treatment through the first shunting facility, the municipal confluence pipe and the second shunting facility in sequence in the non-rainfall period; or in the non-rainfall period, the sewage in the sewage branch pipe is divided to a sewage treatment facility for treatment through the confluence branch pipe, the first dividing facility, the municipal confluence pipe and the second dividing facility in sequence.
8. The apparatus of claim 7, further comprising:
the first water conservancy switch is arranged at a water outlet of the first diversion facility in the direction leading to the municipal confluence pipe;
and the number of the first and second groups,
and the second water conservancy switch is arranged at a water outlet where the first diversion facility leads to the direction of the initial rain storage facility.
9. The apparatus of claim 8, wherein the apparatus further comprises:
a first pump provided in the initial rain storage facility to pump the initial rain or a mixed water of the initial rain and sewage from the initial rain storage facility into the municipal confluence pipe or the second split facility.
10. The apparatus of claim 8, wherein:
the primary rain regulation and storage facility is a low-lying land or a lake in a unit area or a reservoir arranged in the unit area.
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| CN202020423802.4U CN212612878U (en) | 2020-03-27 | 2020-03-27 | Drainage system and equipment based on combined pipe network |
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| CN202020423802.4U CN212612878U (en) | 2020-03-27 | 2020-03-27 | Drainage system and equipment based on combined pipe network |
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| CN212612878U true CN212612878U (en) | 2021-02-26 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114645570A (en) * | 2022-04-07 | 2022-06-21 | 上海交通建设总承包有限公司 | Construction method for source rain and sewage diversion of built-up area |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114645570A (en) * | 2022-04-07 | 2022-06-21 | 上海交通建设总承包有限公司 | Construction method for source rain and sewage diversion of built-up area |
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Address after: No. 509 Weihu Road, Shamao Street, Hannan District, Wuhan City, Hubei Province, 430090 Patentee after: Wuhan Shengyu Smart Ecological Environmental Protection Co.,Ltd. Address before: 430056 3rd floor, workshop 1, No. 189, North Qianli Road, Wuhan Economic and Technological Development Zone, Hubei Province Patentee before: WUHAN SHENGYU DRAINAGE SYSTEM Co.,Ltd. |
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