CN105317103B - With the rainwater regulating pondage system from abatement functions - Google Patents
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- 239000010802 sludge Substances 0.000 claims abstract description 152
- 238000012544 monitoring process Methods 0.000 claims abstract description 43
- 238000011010 flushing procedure Methods 0.000 claims abstract description 39
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- 238000000746 purification Methods 0.000 claims description 7
- 238000007667 floating Methods 0.000 claims description 6
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- 230000018044 dehydration Effects 0.000 claims description 2
- 238000006297 dehydration reaction Methods 0.000 claims description 2
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Abstract
一种具有自治理功能的雨水调蓄系统,包括进水系统、监测控制系统、蓄水池、淤泥汇集系统、排泥系统、雨水分级利用系统、污泥分级处理系统、池底冲洗系统;所述进水系统执行雨水的接纳和关闭,以及径流雨水浮渣的初级过滤,在监测控制系统的控制下,径流雨水经过滤后进入蓄水池的副储水池;所述淤泥汇集系统将径流雨水在蓄水池里静置自然沉淀后的沉淀淤泥汇集到集泥槽,在集泥槽由排泥系统将淤泥推入淤泥井,再由淤泥泵将淤泥抽出井外;所述池底冲洗系统在监测控制系统的控制下释放副储水池内的清水,对蓄水池底部残留淤泥进行彻底清除。本发明既可快速收集雨水,又能长时间保持雨水水质而加以储存,并能有效对雨水利用、进行淤泥自治理。
A rainwater regulation and storage system with self-governance function, including a water intake system, a monitoring and control system, a reservoir, a sludge collection system, a sludge discharge system, a rainwater classification utilization system, a sludge classification treatment system, and a pool bottom flushing system; The water inlet system performs the reception and closure of rainwater, and the primary filtration of runoff rainwater scum. Under the control of the monitoring and control system, the runoff rainwater enters the secondary storage tank of the reservoir after being filtered; the silt collection system collects the runoff rainwater The sedimented silt after natural sedimentation in the reservoir is collected into the mud collecting tank, and the mud is pushed into the mud well by the mud discharge system in the mud collecting tank, and then the mud is pumped out of the well by the mud pump; the bottom flushing system of the pool Under the control of the monitoring and control system, the clear water in the secondary storage tank is released to completely remove the residual silt at the bottom of the storage tank. The invention can not only quickly collect rainwater, but also maintain the quality of rainwater for a long time and store it, and can effectively utilize rainwater and carry out self-treatment of silt.
Description
技术领域technical field
本发明属于水处理与利用技术领域,尤其针对雨水收集调节利用技术领域,涉及一种具有淤泥自治理功能的雨水储蓄池技术。The invention belongs to the technical field of water treatment and utilization, in particular to the technical field of rainwater collection regulation and utilization, and relates to a rainwater storage tank technology with the function of self-management of silt.
技术背景technical background
在雨水收集与治理领域,雨水蓄水池技术得到了广泛的应用。目前,国内外雨水蓄水池的运行主要是减少洪峰内涝,缓解污水处理厂接纳污水的压力。在降雨期间收集部分雨水,暴雨过后很快将所收集的雨水排空,紧接着将蓄水池底部污泥进行清除。如果所蓄雨水长时间储存,蓄水池底部所积存的大量有机物垃圾便腐烂发酵,严重污染水质,进而使雨水发黑变臭,细菌过度繁殖,因此,蓄水池中所存雨水不能得到长期储存和利用。客观上需要研发新的技术方案,以有效解决污泥沉积问题,并能在蓄水状态将泥水分离,排除污染雨水垃圾,延长蓄水时间,提高雨水利用程度,实现对雨水可控收集、储存、释放和利用。In the field of rainwater collection and treatment, rainwater storage tank technology has been widely used. At present, the operation of rainwater storage tanks at home and abroad is mainly to reduce flood peak waterlogging and relieve the pressure of sewage treatment plants to receive sewage. Part of the rainwater is collected during the rainfall, and the collected rainwater is emptied soon after the storm, and then the sludge at the bottom of the reservoir is removed. If the stored rainwater is stored for a long time, a large amount of organic waste accumulated at the bottom of the reservoir will rot and ferment, seriously polluting the water quality, which will turn the rainwater black and smelly, and bacteria will multiply excessively. Therefore, the rainwater stored in the reservoir cannot be stored for a long time and exploit. Objectively, it is necessary to develop new technical solutions to effectively solve the problem of sludge deposition, and to separate mud and water in the state of water storage, to remove polluted rainwater garbage, to prolong the time of water storage, to improve the utilization of rainwater, and to realize the controllable collection and storage of rainwater. , release and use.
发明内容Contents of the invention
本发明的目的是提供一种既可快速收集雨水,又能长时间保持雨水水质而加以储存,并能有效对雨水利用的具有自治理功能的雨水调蓄系统。The purpose of the present invention is to provide a rainwater regulation and storage system with self-governance function which can not only collect rainwater quickly, but also maintain the quality of rainwater for a long time and store it, and can effectively utilize rainwater.
本发明的另一个目的是提供一种上述淤泥自治理的雨水调蓄系统。Another object of the present invention is to provide a rainwater regulation and storage system for the above-mentioned silt self-treatment.
为达到上述目的,本发明的技术方案如下:To achieve the above object, the technical scheme of the present invention is as follows:
一种具有自治理功能的雨水调蓄系统,包括进水系统、监测控制系统、蓄水池、淤泥汇集系统、排泥系统、雨水分级利用系统、污泥分级处理系统、池底冲洗系统;A rainwater regulation and storage system with self-governance function, including a water intake system, a monitoring and control system, a reservoir, a sludge collection system, a sludge discharge system, a rainwater classification utilization system, a sludge classification treatment system, and a pool bottom flushing system;
所述进水系统执行雨水的接纳和关闭,以及径流雨水浮渣的初级过滤,在监测控制系统的控制下,径流雨水经过滤后进入蓄水池的副储水池;The water intake system performs the reception and closure of rainwater and the primary filtration of runoff rainwater scum. Under the control of the monitoring and control system, the runoff rainwater enters the secondary storage tank of the storage tank after being filtered;
所述淤泥汇集系统将径流雨水在蓄水池里静置自然沉淀后的沉淀淤泥汇集到集泥槽,在集泥槽由排泥系统将淤泥推入淤泥井,再由淤泥泵将淤泥抽出井外;The silt collection system collects the sedimentation silt after the runoff rainwater is left to settle naturally in the storage tank to the mud collection tank, and in the mud collection tank, the sludge is pushed into the silt well by the sludge discharge system, and then the silt is pumped out of the well by the silt pump outside;
所述雨水分级利用系统根据蓄水池中上清下混的自然沉降特点,对不同用水需要,抽取相应层次和清洁度的雨水;According to the natural settlement characteristics of the supernatant and the bottom mixture in the storage tank, the rainwater classification utilization system extracts rainwater of corresponding levels and cleanliness for different water needs;
所述污泥分级处理系统用污泥泵将低浓度泥水用于绿化带灌溉;中等浓度污泥用污泥泵抽入生态净化湿地渗透处理,高浓度污泥用污泥泵抽出后用脱水机脱水处理。The sludge classification treatment system uses a sludge pump to use low-concentration muddy water for green belt irrigation; medium-concentration sludge is pumped into the ecological purification wetland for permeation treatment with a sludge pump, and high-concentration sludge is pumped out with a sludge pump and then dewatered Dehydration treatment.
所述池底冲洗系统在监测控制系统的控制下释放副储水池内的清水,对蓄水池底部残留淤泥进行彻底清除。The bottom flushing system releases the clear water in the secondary storage tank under the control of the monitoring and control system to completely remove the residual silt at the bottom of the storage tank.
进一步,所述进水系统包括相互配合的进水涵、进水闸门、闸门控制系统、浮渣隔离机、浮渣提升机构、滚刷除渣装置、水轮。Further, the water inlet system includes a water inlet culvert, a water inlet gate, a gate control system, a scum separator, a scum lifting mechanism, a rolling brush slag removal device, and a water wheel that cooperate with each other.
进水系统设置于蓄水池的上游,在监测控制系统的监测控制下,通过闸门控制系统,打开进水闸门,径流雨水从进水涵通过闸门进入浮渣隔离区,由浮渣隔离机将较大的浮渣拦截,浮渣由浮渣提升机构提升到池外储存箱;滚刷除渣装置将较细小的浮渣进行隔离,隔离后的浮渣通过水轮提升机构运送到池外浮渣箱。The water inlet system is set on the upstream of the reservoir. Under the monitoring and control of the monitoring and control system, the inlet gate is opened through the gate control system, and the runoff rainwater enters the scum isolation area from the inlet culvert through the gate, and is separated by the scum isolation machine. Larger scum is intercepted, and the scum is lifted by the scum lifting mechanism to the storage tank outside the pool; the roller brush scum removal device isolates the finer scum, and the isolated scum is transported to the outside of the pool by the water wheel lifting mechanism Dregs box.
监测控制系统包括进水系统的监测与控制、蓄水池蓄水状态监测与控制、淤泥汇集系统的监测与控制、排泥系统的监测与控制、雨水分级利用系统的监测与控制、污泥分级处理系统的监测与控制、池底冲洗系统的监测与控制。The monitoring and control system includes the monitoring and control of the water intake system, the monitoring and control of the water storage status of the reservoir, the monitoring and control of the sludge collection system, the monitoring and control of the sludge discharge system, the monitoring and control of the rainwater classification utilization system, and the sludge classification Monitoring and control of the treatment system, monitoring and control of the bottom flushing system.
监测控制系统主要由超声波液位仪、控制电源、PLC控制器、液压系统等组成。进水涵底部安装有压力传感器,用于监测进水水位和水涵内压力;进水流量测量仪安装于进水闸门后方,根据进水流量的大小,控制和调节浮渣隔离机的运行速度;超声波液位仪安装于蓄水池顶部,用于监测水位上升和下降状况,控制进水闸门控制系统的开启和关闭;在汇泥装置的刮泥板上安装有压力传感器,刮泥板上部的压力传感器监测上部水的压力,刮泥板下部的压力传感器监测迎面淤泥的压力。当上部压力值接近下部压力值时,通过PLC控制器的控制作用,刮泥装置移动速度降低,避免淤泥从刮泥板上部溢流过去;泥水浓度计安装于雨水分级利用系统的浮筒上,并随浮筒上下浮动,当泥水浓度超过设定要求时,通过PLC控制器的控制作用,停止清水的汲取利用转为浊水利用;在排泥口内侧设置淤泥浓度仪,实时监测淤泥浓度,根据淤泥的浓度大小,对淤泥进行合理的处理;浮球开关安装于集泥池上方,设置高度低于蓄水池末端地面,当蓄水池中水排空后,浮球开关接通,通过PLC的控制作用,池底冲洗闸门打开,对池底残留淤泥进行彻底清洗。The monitoring and control system is mainly composed of ultrasonic liquid level gauge, control power supply, PLC controller, hydraulic system and so on. A pressure sensor is installed at the bottom of the inlet culvert to monitor the inlet water level and the internal pressure of the water culvert; the inlet flow measuring instrument is installed behind the inlet gate to control and adjust the running speed of the scum separator according to the size of the inlet water flow ; The ultrasonic liquid level gauge is installed on the top of the reservoir to monitor the rise and fall of the water level and control the opening and closing of the water inlet gate control system; a pressure sensor is installed on the mud scraper of the mud collection device, and the upper part of the mud scraper The pressure sensor at the upper part of the scraper monitors the pressure of the upper water, and the pressure sensor at the lower part of the scraper monitors the pressure of the oncoming silt. When the upper pressure value is close to the lower pressure value, through the control of the PLC controller, the moving speed of the mud scraping device is reduced to prevent the mud from overflowing from the upper part of the mud scraper; the mud water concentration meter is installed on the buoy of the rainwater classification utilization system, and Floating up and down with the buoy, when the concentration of muddy water exceeds the set requirements, through the control of the PLC controller, the drawing and utilization of clean water will be stopped and the use of muddy water will be used; a sludge concentration meter is installed inside the sludge discharge port to monitor the sludge concentration in real time. The concentration of the silt should be treated reasonably; the float switch is installed above the sludge collection tank, and the setting height is lower than the ground at the end of the reservoir. When the water in the reservoir is emptied, the float switch is turned on and passed through PLC. Control function, the bottom flushing gate is opened, and the residual sludge at the bottom of the pool is thoroughly cleaned.
蓄水池包括相互配合的进水口、副储水池、检查口、主储水池、池底廊道、集泥槽、排泥口。The storage tank includes a water inlet, an auxiliary storage tank, an inspection port, a main storage tank, a corridor at the bottom of the pool, a mud collection tank, and a mud discharge outlet that cooperate with each other.
副储水池设置于蓄水池上部,紧接进水口,副储水池底面设置一定坡度防止垃圾物积存并利于冲洗,在进水时首先充满副储水池,后续雨水溢流至主储水池;池底廊道分区设置,池底廊道设置有一定坡度,以有效淤泥清理和减少淤泥沉积;集泥槽设置于池底廊道下端,汇集冲洗廊道内聚集的淤泥;在集泥槽内,通过污泥排送装置将淤泥推至排泥口,由排泥系统将淤泥排出池外。The auxiliary storage tank is set on the upper part of the storage tank, next to the water inlet. The bottom of the auxiliary storage tank is set with a certain slope to prevent the accumulation of garbage and facilitate flushing. When the water enters, the auxiliary storage tank is first filled, and the subsequent rainwater overflows to the main storage tank; The corridor at the bottom of the pool is divided into sections, and the corridor at the bottom of the pool is set with a certain slope to effectively clean up the silt and reduce the deposition of silt; The sludge discharge device pushes the sludge to the sludge outlet, and the sludge is discharged out of the pool by the sludge discharge system.
淤泥汇集系统包括相互配合的驱动系统、牵引绳、污泥汇集装置;在驱动系统的驱动下,通过牵引绳,拉动污泥汇集装置,在蓄水状态下无扰动地将池底沉积的淤泥汇聚到集泥区;The sludge collection system includes a driving system, a traction rope, and a sludge collection device that cooperate with each other; driven by the drive system, the sludge collection device is pulled through the traction rope, and the sludge deposited at the bottom of the pool is collected without disturbance in the state of water storage. to the mud collection area;
雨水分级利用系统由相互配合的浮筒导向柱、浮筒、清水泵20和泥水泵组成;浮筒导向柱固定在蓄水池地基上,浮筒受水的浮力作用沿浮筒导向柱上下滑动,清水泵固定连接在浮筒下方,使得清水泵汲取蓄水池中上部清水;泥水泵安装在蓄水池下部,汲取比较浑浊的雨水,用于灌溉等用途,同时将带出部分淤泥,可一定程度上净化水质。The rainwater classification utilization system is composed of a buoy guide column, a buoy, a clean water pump 20 and a mud pump that cooperate with each other; Under the buoy, the clean water pump draws the clear water from the middle and upper part of the reservoir; the mud pump is installed at the lower part of the reservoir to draw turbid rainwater for irrigation and other purposes, and at the same time, it will bring out part of the silt, which can purify the water quality to a certain extent.
排泥系统包括相互配合的污泥排送装置、泥水分离阀和污泥泵组,污泥排送装置将集泥区污泥推至泥水分离阀处,在蓄水状态下泥水分离阀将淤泥和清水分离,并将淤泥排出池外,留存雨水以备利用。The sludge discharge system includes a sludge discharge device, a mud-water separation valve and a sludge pump unit that cooperate with each other. The sludge discharge device pushes the sludge in the sludge collection area to the sludge-water separation valve. It is separated from the clean water, and the silt is discharged out of the pool, and the rainwater is retained for use.
污泥分级处理系统由污泥脱水机和污泥生态净化湿地组成,其分别将高浓度污泥脱水处理,中等浓度污泥经生态净化湿地渗透处理,低浓度泥水供应绿化带灌溉。The sludge classification treatment system consists of a sludge dewatering machine and a sludge ecological purification wetland, which respectively dehydrate high-concentration sludge, medium-concentration sludge is infiltrated through the ecological purification wetland, and low-concentration mud water is supplied to the green belt for irrigation.
池底冲洗系统在池水排空后对主储水池进行空池清洗,冲洗闸门安装于副储水池蓄水墙体上,蓄水墙体下预留过水孔,过水孔大小与冲洗闸门过水开度相吻合,冲洗闸门与蓄水墙体间采用硅胶密封;系统运行时,监测控制系统的水位传感器对池中水位进行探测,当池中雨水排空后,监测控制系统控制冲洗闸门开闸放水,副储水池内水的势能转变成水的动能冲向主储水池底部将池底残泥冲至淤泥汇集槽。The bottom flushing system cleans the main storage tank after the pool water is emptied. The flushing gate is installed on the water storage wall of the auxiliary storage tank, and a water hole is reserved under the water storage wall. The size of the water hole is the same as that of the flushing gate. The water opening is consistent, and the flushing gate and the water storage wall are sealed with silica gel; when the system is running, the water level sensor of the monitoring and control system detects the water level in the pool. When the rainwater in the pool is emptied, the monitoring and control system controls the opening of the flushing gate. When the gate releases water, the potential energy of the water in the auxiliary storage tank is converted into kinetic energy of the water and rushes to the bottom of the main storage tank to wash the residual mud at the bottom of the tank to the sludge collection tank.
由于采用上述技术方案,本发明具有以下优点和有益效果:Owing to adopting above-mentioned technical scheme, the present invention has following advantage and beneficial effect:
不仅可以实现快速收纳雨水,防止洪涝而且可以对径流雨水垃圾进行预处理,减少水体污染;Not only can it realize rapid storage of rainwater, prevent floods, but also pre-treat runoff rainwater garbage to reduce water pollution;
可以在蓄水状态下池底淤泥清理,排除造成水质破坏的污染源,并能较长时间的保留雨水,实现可控排放的分级雨水利用;In the state of water storage, the sludge at the bottom of the pool can be cleaned, the pollution sources that cause water quality damage can be eliminated, and the rainwater can be retained for a long time to realize the utilization of graded rainwater with controllable discharge;
污泥分级处理和净化节约能源,降低运营费用;Sludge classification treatment and purification save energy and reduce operating costs;
由于实现了以上几点功能,从而可更大幅度地降低暴雨期间管网和污水处理厂接纳污水压力;Due to the realization of the above functions, the sewage pressure of the pipe network and the sewage treatment plant during the rainstorm can be greatly reduced;
由于该蓄水池系统具有海绵特性的降雨时快速纳水,并能较长时间缓冲蓄水排放,缓解旱季用水危机,因而对提高城市抵抗自然灾害能力有很大意义。Since the reservoir system has the characteristics of a sponge, it can quickly absorb water during rainfall, and can buffer storage and discharge for a long time to alleviate the water crisis in the dry season. Therefore, it is of great significance to improve the city's ability to resist natural disasters.
附图说明Description of drawings
图1是本发明原理结构示意图。Fig. 1 is a schematic diagram of the principle structure of the present invention.
图2是本发明雨水调蓄系统实施例俯视示意图。Fig. 2 is a schematic top view of an embodiment of the rainwater regulation and storage system of the present invention.
图3是本发明实施例进水系统组成示意图。Fig. 3 is a schematic diagram of the composition of the water inlet system according to the embodiment of the present invention.
图4是本发明实施例蓄水池结构示意图。Fig. 4 is a schematic structural diagram of a reservoir according to an embodiment of the present invention.
图5是本发明实施例淤泥汇集系统示意图。Fig. 5 is a schematic diagram of a sludge collecting system according to an embodiment of the present invention.
图6是本发明实施例雨水分级利用系统示意图。Fig. 6 is a schematic diagram of a rainwater classification utilization system according to an embodiment of the present invention.
图7是本发明实施例排泥系统示意图。Fig. 7 is a schematic diagram of a mud discharge system according to an embodiment of the present invention.
图8是本发明实施例池底冲洗系统示意图。Fig. 8 is a schematic diagram of a pool bottom flushing system according to an embodiment of the present invention.
图9是本发明实施例淤泥清理系统实施的结构图。Fig. 9 is a structural diagram of the implementation of the sludge cleaning system according to the embodiment of the present invention.
图10是本发明实施例排泥系统实施的结构图。Fig. 10 is a structural diagram of the implementation of the mud discharge system according to the embodiment of the present invention.
图1至图10中标号:进水涵1、进水闸门2、闸门控制系统3、浮渣隔离机4、浮渣提升机构5、滚刷除渣装置6、水轮7、进水口8、副储水池9、检查口10、主储水池11、池底廊道12、集泥槽13、排泥口14,驱动系统15、牵引绳16、污泥汇集装置17、浮筒导向柱18、浮筒19、清水泵20、泥水泵21、污泥排送装置22、泥水分离阀23、污泥泵组24、冲洗闸门25、进水系统61、监测控制系统62、蓄水池63、淤泥汇集系统64、雨水分级利用系统65、排泥系统66、污泥分级处理系统67、池底冲洗系统68。Numbers in Figures 1 to 10: water inlet culvert 1, water inlet gate 2, gate control system 3, scum separator 4, scum lifting mechanism 5, roller brush slag removal device 6, water wheel 7, water inlet 8, Auxiliary storage tank 9, inspection port 10, main storage tank 11, tank bottom corridor 12, mud collection tank 13, mud discharge port 14, drive system 15, traction rope 16, sludge collection device 17, buoy guide column 18, buoy 19. Clean water pump 20, mud water pump 21, sludge discharge device 22, mud water separation valve 23, sludge pump unit 24, flushing gate 25, water inlet system 61, monitoring and control system 62, reservoir 63, sludge collection system 64. Rainwater classification utilization system 65, sludge discharge system 66, sludge classification treatment system 67, and pool bottom flushing system 68.
具体实施方式detailed description
下面结合附图所示实施例对本发明做进一步说明。The present invention will be further described below in conjunction with the embodiments shown in the accompanying drawings.
图1为本发明提出的一种具有自治理功能的雨水调蓄系统原理结构示意图,图2为本发明雨水调蓄系统实施例俯视示意图,其中包括相互配合的以下子系统:进水系统61、监测控制系统62、蓄水池63、淤泥汇集系统64、排泥系统65、雨水分级利用系统66、污泥分级处理系统67、池底冲洗系统68。外界雨水从进水系统61进入,对雨水浮渣进行过滤隔离,过滤后的雨水进入蓄水池63,混入雨水中的固体垃圾在蓄水池63中自然沉淀成淤泥,再由淤泥汇集系统64将沉淀的淤泥汇集到蓄水池末端的集泥槽,由排泥系统65将淤泥排放到集泥井,根据淤泥浓度的不同由污泥泵抽出井外做相应要求的处理;雨水分级利用系统66将根据水层的高低,汲取不同清洁度的雨水;池中雨水排空后由池底冲洗系统68对池底残留淤泥进行彻底的冲洗。监测控制系统62对其它子系统的运行状态和动作执行进行监控。Fig. 1 is a schematic structural diagram of the principle structure of a rainwater regulation and storage system with self-governance function proposed by the present invention, and Fig. 2 is a top view schematic diagram of an embodiment of the rainwater regulation and storage system of the present invention, which includes the following subsystems that cooperate with each other: water intake system 61, Monitoring and control system 62 , reservoir 63 , sludge collection system 64 , sludge discharge system 65 , rainwater graded utilization system 66 , sludge graded treatment system 67 , and pool bottom flushing system 68 . External rainwater enters from the water inlet system 61, and the rainwater scum is filtered and isolated. The filtered rainwater enters the storage tank 63, and the solid waste mixed in the rainwater is naturally precipitated into sludge in the storage tank 63, and then collected by the sludge collection system 64. Collect the settled silt to the sludge collection tank at the end of the reservoir, discharge the sludge to the sludge collection well by the sludge discharge system 65, and pump it out of the well by the sludge pump according to the different sludge concentration for corresponding required treatment; the rainwater classification utilization system 66 will draw rainwater with different cleanliness according to the height of the water layer; after the rainwater in the pool is emptied, the residual silt at the bottom of the pool will be thoroughly washed by the pool bottom flushing system 68. The monitoring and control system 62 monitors the running status and action execution of other subsystems.
本发明具有自治理功能的雨水调蓄系统能够自动实现雨水的收集、径流雨水浮渣的过滤和排出,池底沉淀淤泥的汇集和排出,所储雨水的分级提取和利用、淤泥的分级处理、和蓄水池底部的清洗等。The rainwater regulation and storage system with self-governance function of the present invention can automatically realize the collection of rainwater, the filtration and discharge of runoff rainwater scum, the collection and discharge of sedimentation sludge at the bottom of the pool, the graded extraction and utilization of stored rainwater, the graded treatment of sludge, And cleaning of the bottom of the reservoir, etc.
进水系统61执行雨水的接纳和关闭,以及径流雨水浮渣的初级过滤,包括进水涵、进水闸门、闸门控制系统、浮渣隔离机、浮渣提升机构、滚刷除渣装置;在监测控制系统62的控制下,打开进水闸门,径流雨水通过进水涵流经浮渣隔离机和滚刷除渣装置,经过滤后进入蓄水池63的副储水池,副储水池蓄满后后续雨水进入主储水池。The water inlet system 61 performs the reception and closure of rainwater and the primary filtration of runoff rainwater scum, including water inlet culverts, water inlet gates, gate control systems, scum separators, scum lifting mechanisms, and rolling brush scum removal devices; Under the control of the monitoring and control system 62, the water inlet gate is opened, and the runoff rainwater flows through the water inlet culvert through the scum separator and the roller brush slag removal device, and enters the secondary storage tank of the reservoir 63 after being filtered, and the secondary storage tank is full. Subsequent rainwater enters the main storage tank.
进水系统设置于蓄水池的上游,对进水水量进行控制和对雨水浮渣进行隔离排除。浮渣由浮渣提升机构提升到池外储存箱,滚刷除渣装置6将较细小的浮渣进行隔离,隔离后的浮渣通过水轮提升机构运送到池外浮渣箱。The water inlet system is set up upstream of the reservoir to control the amount of water inflow and isolate and remove rainwater scum. The scum is lifted to the storage tank outside the pool by the scum lifting mechanism, and the roller brush scum removal device 6 isolates the finer scum, and the isolated scum is transported to the scum box outside the pool by the water wheel lifting mechanism.
径流雨水在蓄水池里静置自然沉淀,沉淀淤泥由淤泥汇集系统64汇集到集泥槽,在集泥槽由排泥系统66将淤泥推入淤泥井,再由淤泥泵将淤泥抽出井外。The runoff rainwater is left to settle naturally in the reservoir, and the sedimented silt is collected by the silt collection system 64 to the mud collection tank, where the mud discharge system 66 pushes the silt into the silt well, and then the silt is pumped out of the well by the silt pump .
在蓄水池内雨水排空后,在监测控制系统62的控制下,打开池底冲洗系统68的冲洗闸门,释放副储水池内的清水,对蓄水池底部残留淤泥进行彻底清除。After the rainwater in the reservoir is emptied, under the control of the monitoring and control system 62, the flushing gate of the flushing system 68 at the bottom of the pond is opened to release the clear water in the auxiliary reservoir to thoroughly remove the residual silt at the bottom of the reservoir.
监测控制系统62是该雨水调蓄系统的控制中枢,其他各个系统的启动和停止均受监测控制系统62的控制,并实时显示各系统的状况。在进水时,监测控制系统62对控制进水系统61的闸门控制系统3发出指令,打开进水闸门2,同时控制浮渣隔离机4运转,径流雨水通过进水涵1进入调蓄系统,雨水经过滤后进入蓄水池63;在蓄水池里径流雨水得以静置沉淀,淤泥汇集系统64将沉积的淤泥集聚到蓄水池末端的集泥槽,在集泥槽内,由排泥系统66将淤泥推至排泥井,由污泥分级处理系统67将淤泥抽出并分级处理。雨水分级利用系统65对所蓄雨水进行分级汲取,以便实现对不同水质的利用;当池底所蓄雨水排空后,通过PLC的控制,打开池底冲洗系统68的冲洗闸门25,释放副储水池9内的清水,对主储水池11底部残余淤泥进行彻底的清洗。The monitoring and control system 62 is the control center of the rainwater regulation and storage system. The start and stop of other systems are controlled by the monitoring and control system 62, and the status of each system is displayed in real time. When water is entering, the monitoring and control system 62 issues instructions to the gate control system 3 controlling the water intake system 61 to open the intake gate 2 and at the same time control the operation of the scum separator 4, and the runoff rainwater enters the regulation and storage system through the intake culvert 1. The rainwater enters the reservoir 63 after being filtered; the runoff rainwater in the reservoir can be left to settle, and the silt collection system 64 gathers the deposited silt to the mud collection tank at the end of the reservoir. In the mud collection tank, the sludge is drained The system 66 pushes the sludge to the sludge discharge well, and the sludge classification treatment system 67 draws out the sludge and performs classification treatment. The rainwater graded utilization system 65 draws the stored rainwater in grades in order to realize the utilization of different water qualities; when the rainwater stored at the bottom of the pool is emptied, the flushing gate 25 of the bottom flushing system 68 is opened under the control of PLC to release the secondary storage. The clear water in the pond 9 thoroughly cleans the residual silt at the bottom of the main reservoir 11.
进水系统61组成如图3所示,包括相互配合的进水涵1、进水闸门2、闸门控制系统3、浮渣隔离机4、浮渣提升机构5、滚刷除渣装置6、水轮7;闸门控制系统3控制开启或关闭进水闸门2,进水闸门2开启后,雨水从进水涵1进入,雨水中的漂浮垃圾经浮渣隔离机4过滤,再由浮渣提升机构5将浮渣提升到外部浮渣箱,雨水中较小的漂浮垃圾由滚刷除渣装置6进一步过滤,过滤后的雨水冲击水轮7,水轮转动带动滚刷除渣装置6运转。The composition of the water intake system 61 is shown in Figure 3, including a water intake culvert 1, a water intake gate 2, a gate control system 3, a scum separator 4, a scum lifting mechanism 5, a rolling brush slag removal device 6, a water wheel 7; the gate control system 3 controls the opening or closing of the intake gate 2. After the intake gate 2 is opened, rainwater enters from the intake culvert 1, and the floating garbage in the rainwater is filtered by the scum separator 4, and then the scum lifting mechanism 5. The scum is lifted to the external scum box, and the smaller floating garbage in the rainwater is further filtered by the roller brush scum removal device 6, and the filtered rainwater impacts the water wheel 7, and the rotation of the water wheel drives the roller brush scum removal device 6 to operate.
进水系统设置于蓄水池的上游,进水时,由闸门控制系统3控制开启进水闸门2,雨水从进水涵1通过闸门2进入浮渣隔离区,由浮渣隔离机将较大的浮渣拦截,浮渣由浮渣提升机构提升到池外储存箱,滚刷除渣装置6将较细小的浮渣进行隔离,过滤后的雨水直接冲向水轮机构驱使水轮转动,水轮带动水轮提升机构将隔离后的浮渣运送到池外浮渣箱。The water inlet system is set up upstream of the reservoir. When water is inflow, the gate control system 3 controls the opening of the water inlet gate 2, and the rainwater enters the scum isolation area from the water inlet culvert 1 through the gate 2, and the larger scum isolation machine will The scum is intercepted, and the scum is lifted by the scum lifting mechanism to the storage tank outside the pool. The roller brush scum removal device 6 isolates the finer scum, and the filtered rainwater directly rushes to the water wheel mechanism to drive the water wheel to rotate. The wheel drives the water wheel lifting mechanism to transport the isolated scum to the scum box outside the pool.
监测控制系统62包括进水系统的监测与控制、蓄水池蓄水状态监测与控制、淤泥汇集系统的监测与控制、排泥系统的监测与控制、雨水分级利用系统的监测与控制、污泥分级处理系统的监测与控制、池底冲洗系统的监测与控制。对蓄水池的水位状态,各闸门的开启进行监测与控制。The monitoring and control system 62 includes the monitoring and control of the water intake system, the monitoring and control of the water storage status of the reservoir, the monitoring and control of the sludge collection system, the monitoring and control of the sludge discharge system, the monitoring and control of the rainwater classification utilization system, and the sludge collection system. Monitoring and control of graded treatment system, monitoring and control of pool bottom flushing system. Monitor and control the water level of the reservoir and the opening of each gate.
监测控制系统62包括相互配合的超声波液位仪、控制电源、PLC控制器、液压系统等。进水涵1底部安装有压力传感器,用于监测进水水位和水涵内压力;进水流量测量仪安装于进水闸门2后方,根据进水流量的大小,控制和调节浮渣隔离机4的运行速度;超声波液位仪安装于蓄水池顶部,用于监测水位上升和下降状态,控制进水闸门控制系统3的开启和关闭;在汇泥装置的刮泥板上安装有压力传感器,刮泥板上部的压力传感器监测上部水的压力,刮泥板下部的压力传感器监测迎面淤泥的压力。当上部压力值接近下部压力值时,通过PLC控制器的控制作用,刮泥装置移动速度降低,避免淤泥从刮泥板上部溢流过去;泥水浓度计安装于雨水分级利用系统的浮筒上,并随浮筒上下浮动,当泥水浓度超过设定要求时,通过PLC控制器的控制作用,停止清水的汲取利用转为浊水利用;在排泥口内侧设置淤泥浓度仪,实时监测淤泥浓度,根据淤泥的浓度大小,对淤泥进行合理的处理;浮球开关安装于集泥池上方,设置高度低于蓄水池末端地面,当蓄水池中水排空后,浮球开关接通,通过PLC的控制作用,池底冲洗闸门打开,对池底残留淤泥进行彻底清洗。The monitoring and control system 62 includes an ultrasonic liquid level gauge, a control power supply, a PLC controller, a hydraulic system, etc. that cooperate with each other. A pressure sensor is installed at the bottom of the inlet culvert 1 to monitor the inlet water level and the internal pressure of the water culvert; the inlet water flow measuring instrument is installed behind the inlet gate 2 to control and adjust the scum separator 4 according to the size of the inlet water flow operating speed; the ultrasonic liquid level gauge is installed on the top of the reservoir to monitor the rise and fall of the water level, and to control the opening and closing of the water intake gate control system 3; a pressure sensor is installed on the mud scraper of the mud collection device, The pressure sensor on the upper part of the scraper monitors the pressure of the upper water, and the pressure sensor on the lower part of the scraper monitors the pressure of the oncoming silt. When the upper pressure value is close to the lower pressure value, through the control of the PLC controller, the moving speed of the mud scraping device is reduced to prevent the mud from overflowing from the upper part of the mud scraper; the mud water concentration meter is installed on the buoy of the rainwater classification utilization system, and Floating up and down with the buoy, when the concentration of muddy water exceeds the set requirements, through the control of the PLC controller, the drawing and utilization of clean water will be stopped and the use of muddy water will be used; a sludge concentration meter is installed inside the sludge discharge port to monitor the sludge concentration in real time. The concentration of the silt can be treated reasonably; the float switch is installed above the sludge collection tank, and the setting height is lower than the ground at the end of the reservoir. When the water in the reservoir is emptied, the float switch is turned on, through the PLC. Control function, the bottom flushing gate is opened, and the residual sludge at the bottom of the pool is thoroughly cleaned.
蓄水池63包括相互配合的进水口8、副储水池9、检查口10、主储水池11、池底廊道12、集泥槽13、排泥口14,如图4所示。副储水池9设置在蓄水池的上部与进水口8相接,主储水池11设置在副储水池9下方,池底廊道12分区设置并通向集泥槽13、集泥槽13连通排泥口14;检查口10设置在副储水池9上方,用于直观观察进水和冲洗设备运行状况。The reservoir 63 includes a water inlet 8, an auxiliary reservoir 9, an inspection port 10, a main reservoir 11, a corridor 12 at the bottom of the pond, a mud collecting tank 13, and a mud outlet 14, as shown in FIG. 4 . The auxiliary storage tank 9 is arranged on the upper part of the storage tank and connected to the water inlet 8, the main storage tank 11 is arranged under the auxiliary storage tank 9, and the corridor 12 at the bottom of the pool is arranged in partitions and leads to the mud collection tank 13, and the mud collection tank 13 is connected The mud discharge port 14 and the inspection port 10 are arranged above the auxiliary water storage tank 9 for visually observing the operation status of the water inlet and flushing equipment.
副储水池9设置在主储水池11的上部,一方面提高副储水池中所储雨水的势能,当蓄水释放后增大对淤泥的冲刷能力,另一方面避免冲洗闸门25在淤泥环境下被腐蚀和污染而影响密封性能;在蓄水池上部冲洗闸门25上方开设有检查口,便于设备的安装、调试、检查和维护。The secondary storage tank 9 is arranged on the upper part of the main storage tank 11. On the one hand, the potential energy of the rainwater stored in the secondary storage tank is increased, and when the water storage is released, the ability to wash away the silt is increased; The sealing performance is affected by corrosion and pollution; an inspection port is opened above the flushing gate 25 on the upper part of the reservoir, which is convenient for installation, debugging, inspection and maintenance of the equipment.
副储水池9紧接进水口8,副储水池9底面设置一定坡度防止垃圾物积存并利于冲洗,在进水时优先充满副储水池9。池底廊道12分区设置,池底廊道12设置有一定坡度,以有效淤泥清理和减少淤泥沉积;集泥槽13设置于池底廊道下端,汇集冲洗廊道内聚集的淤泥,在集泥槽内,通过淤泥汇集系统64将淤泥推至排泥口14,由排泥系统将淤泥排出池外。检查口10设置于副储水池9蓄水墙上方,通过检查口10可以直接观察冲洗闸门的工作状况,通过检查口10工作人员可以进去进行检修和维护。副储水池9与主储水池11之间设置为斜道结构,增大落水后水流速度。The auxiliary water storage tank 9 is next to the water inlet 8, and the bottom surface of the auxiliary water storage tank 9 is provided with a certain slope to prevent garbage from accumulating and is beneficial to flushing. The corridor at the bottom of the pool 12 is set in partitions, and the corridor at the bottom of the pool 12 is provided with a certain slope to effectively clean up the silt and reduce the deposition of silt; In the tank, the sludge is pushed to the sludge outlet 14 through the sludge collection system 64, and the sludge is discharged out of the pool by the sludge discharge system. The inspection port 10 is arranged on the top of the water storage wall of the secondary storage tank 9, the working condition of the flushing gate can be directly observed through the inspection port 10, and the staff can go in for inspection and maintenance through the inspection port 10. A ramp structure is arranged between the secondary storage tank 9 and the main storage tank 11 to increase the water flow velocity after falling into the water.
淤泥汇集系统64包括相互配合的驱动系统15、牵引绳16、污泥汇集装置17;驱动系统15连接牵引绳16,牵引绳16与污泥汇集装置17相连接,牵引绳16拉动污泥汇集装置17由污泥汇集装置17上的刮泥板将淤泥汇集到集泥槽。The sludge collection system 64 includes a drive system 15, a traction rope 16, and a sludge collection device 17 that cooperate with each other; the drive system 15 is connected with the traction rope 16, the traction rope 16 is connected with the sludge collection device 17, and the traction rope 16 pulls the sludge collection device 17 The sludge is collected into the sludge collection tank by the scraper on the sludge collection device 17.
在驱动系统15的驱动下,通过牵引绳16带动污泥汇集装置17可在蓄水状态下无扰动地将池底沉积的淤泥汇拢聚积到集泥区;Driven by the drive system 15, the sludge collection device 17 is driven by the traction rope 16 to gather and accumulate the sludge deposited at the bottom of the pool to the sludge collection area without disturbance under the water storage state;
雨水分级利用系统65包括相互配合的浮筒导向柱18、浮筒19、清水泵20和泥水泵21,如图6所示,清水泵20安装在浮筒19的下方,浮筒19沿浮筒导向柱18随水位沉浮,保持清水泵20汲取较高水位的清水。泥水泵21在较低位置汲取较混浊的雨水。The rainwater classification utilization system 65 includes a buoy guide column 18, a buoy 19, a clean water pump 20 and a mud pump 21 that cooperate with each other. As shown in FIG. Ups and downs, keep the clear water pump 20 to draw the clear water of higher water level. Sludge pump 21 draws turbid rainwater at a lower position.
浮筒导向柱18固定在蓄水池地基上,浮筒19受水的浮力作用沿浮筒导向柱18上下滑动,清水泵20固定连接在浮筒19下方,使得清水泵20汲取蓄水池中上部清水;泥水泵21安装在蓄水池下部,汲取比较浑浊的雨水,用于灌溉等用途,同时将带出部分淤泥,可一定程度上净化水质。The buoy guide column 18 is fixed on the foundation of the reservoir, and the buoyancy of the buoyancy of the buoyancy of the water by the buoy 19 slides up and down along the buoy guide column 18, and the clean water pump 20 is fixedly connected below the buoy 19, so that the clean water pump 20 draws the clear water in the upper part of the reservoir; The water pump 21 is installed in the lower part of the reservoir to draw relatively turbid rainwater for irrigation and other purposes, and at the same time, part of the silt will be brought out to purify the water quality to a certain extent.
排泥系统66包括相互配合的污泥排送装置22、泥水分离阀23和污泥泵组24,污泥排送装置22将集泥区污泥推至泥水分离阀23处,如图7所示,污泥排送装置22将污泥排到泥水分离阀23阀口,再由泥水分离阀23将淤泥排到污泥井。The sludge discharge system 66 includes a sludge discharge device 22, a mud-water separation valve 23 and a sludge pump unit 24 that cooperate with each other. The sludge discharge device 22 pushes the sludge in the mud collection area to the mud-water separation valve 23, as shown in Figure 7 As shown, the sludge discharge device 22 discharges the sludge to the valve port of the mud-water separation valve 23, and then the sludge is discharged to the sludge well by the mud-water separation valve 23.
在蓄水状态下泥水分离阀23将淤泥和清水分离,并将淤泥排出池外,留存雨水以备利用;In the state of water storage, the mud-water separation valve 23 separates the silt and clear water, and discharges the silt out of the pool, retaining rainwater for use;
污泥分级处理系统67由污泥脱水机和污泥生态净化湿地组成,可实现不同要求的淤泥处理。The sludge classification treatment system 67 is composed of a sludge dehydrator and a sludge ecological purification wetland, which can realize sludge treatment with different requirements.
池底冲洗系统68在池水排空后对主储水池11进行空池清洗,如图8所示,冲洗闸门25安装于副储水池9蓄水墙体上,蓄水墙体下预留过水孔,过水孔大小与冲洗闸门过水开度相吻合,冲洗闸门与蓄水墙体间采用硅胶密封,冲洗闸门与蓄水墙体共同围成副储水池;系统运行时,监测控制系统62的水位传感器对池中水位进行探测,当池中雨水排空后,监测控制系统62控制冲洗闸门开闸放水,副储水池9内水的势能转变成水的动能冲向主储水池11底部将池底残泥冲至淤泥汇集槽。The bottom flushing system 68 cleans the main storage tank 11 after the pool water is emptied. As shown in FIG. The hole, the size of the water hole is consistent with the water opening of the flushing gate, and the silica gel seal is used between the flushing gate and the water storage wall, and the flushing gate and the water storage wall together form a secondary storage tank; when the system is running, the monitoring and control system 62 The water level sensor detects the water level in the pool. After the rainwater in the pool is emptied, the monitoring and control system 62 controls the flushing gate to open and release the water. The residual sludge at the bottom of the pool is washed to the sludge collection tank.
请参阅图9、图10,由进水入口到泥水排出的结构顺序依次为进水涵1、进水闸门2、闸门控制系统3、浮渣隔离机4、浮渣提升机构5、滚刷除渣装置6、水轮7、副储水池9、冲洗闸门25、主储水池11、污泥汇集装置17、浮筒导向柱18、浮筒19、清水泵20、泥水泵21、污泥排送装置22、泥水分离阀23、污泥泵组24。Please refer to Figure 9 and Figure 10, the structural sequence from the water inlet to the discharge of muddy water is water inlet culvert 1, water inlet gate 2, gate control system 3, scum separator 4, scum lifting mechanism 5, roller brush removal Slag device 6, water wheel 7, auxiliary storage tank 9, flushing gate 25, main storage tank 11, sludge collection device 17, buoy guide column 18, buoy 19, clean water pump 20, mud water pump 21, sludge discharge device 22 , mud-water separation valve 23, sludge pump unit 24.
雨水从进水涵1经进水闸门2,浮渣隔离机4对进入雨水进行初步过滤,再经滚刷除渣装置6进一步过滤后冲向水轮机构驱使水轮转动,水轮带动水轮提升机构将隔离后的浮渣运送到池外浮渣箱,过滤后的雨水进一步进入副储水池9,副储水池9注满雨水后后续雨水经冲洗闸门25墙体上方溢流到主储水池11,池底沉积的淤泥由污泥汇集装置17汇集到集泥槽内,在集泥槽由污泥排送装置22推送至泥水分离阀23,经泥水分离阀23把淤泥流放到集泥井,再由污泥泵组24把污泥抽出井外,根据泥浆浓度的不同和处理要求,对泥浆进行分类处理。在蓄水池内浮筒19拖动清水泵20沿浮筒导向柱18随水位上下浮动,清水泵20抽取水面以下较高位置的清水;泥水泵21置于池底抽取相对较浑浊的泥水。The rainwater passes through the inlet gate 2 from the inlet culvert 1, and the scum separator 4 initially filters the incoming rainwater, and then is further filtered by the rolling brush slag removal device 6, and then rushes to the water wheel mechanism to drive the water wheel to rotate, and the water wheel drives the water wheel The lifting mechanism transports the isolated scum to the scum box outside the pool, and the filtered rainwater further enters the secondary storage tank 9, and after the secondary storage tank 9 is filled with rainwater, the follow-up rainwater overflows to the main storage tank through the top of the wall of the flushing gate 25 11. The sludge deposited at the bottom of the pool is collected into the sludge collection tank by the sludge collection device 17, and is pushed to the mud-water separation valve 23 by the sludge discharge device 22 in the sludge collection tank, and the sludge is discharged to the mud-collection well through the mud-water separation valve 23 , and then the sludge is pumped out of the well by the sludge pump group 24, and the sludge is classified and treated according to the difference in the concentration of the slurry and the treatment requirements. In the reservoir, the buoy 19 drags the clean water pump 20 to float up and down with the water level along the buoy guide column 18, and the clean water pump 20 draws clean water at a higher position below the water surface; the mud water pump 21 is placed at the bottom of the pool to draw relatively turbid muddy water.
本发明可实现雨水较长时间保持水质储存和利用。The invention can realize storage and utilization of rainwater for a long time to maintain water quality.
上述的对实施例的描述是为便于该技术领域的普通技术人员能理解和应用本发明。熟悉本领域技术的人员显然可以容易地对这些实施例做出各种修改,并把在此说明的一般原理应用到其他实施例中而不必经过创造性的劳动。因此,本发明不限于这里的实施例,本领域技术人员根据本发明的揭示,不脱离本发明范畴所做出的改进和修改都应该在本发明的保护范围之内。The above description of the embodiments is for those of ordinary skill in the art to understand and apply the present invention. It is obvious that those skilled in the art can easily make various modifications to these embodiments, and apply the general principles described here to other embodiments without creative efforts. Therefore, the present invention is not limited to the embodiments herein. Improvements and modifications made by those skilled in the art according to the disclosure of the present invention without departing from the scope of the present invention should fall within the protection scope of the present invention.
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Families Citing this family (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804222A (en) * | 2016-02-26 | 2016-07-27 | 上海市城市建设设计研究总院 | Storage pond under landscape water body |
| CN105951911B (en) * | 2016-05-17 | 2018-12-04 | 同济大学 | Floating drum mechanism and mud with automatic adjustment tractive force magnitude function collect system |
| CN106436526B (en) * | 2016-06-12 | 2019-11-19 | 胥传祥 | Road rain water construction system |
| CN106759781B (en) * | 2016-12-13 | 2020-03-24 | 浙江水利水电学院 | An intelligent urban rainwater storage system and its construction method |
| CN107806168A (en) * | 2017-09-30 | 2018-03-16 | 武汉圣禹排水系统有限公司 | Online rainwater storage equipment |
| CN108803392A (en) * | 2018-08-03 | 2018-11-13 | 深圳文科园林股份有限公司 | A kind of sponge urban rainwater collection with utilize wisdom system |
| CN109778996A (en) * | 2018-12-27 | 2019-05-21 | 中交第二公路勘察设计研究院有限公司 | Rainwater storage tank rain processing system |
| CN109629657B (en) * | 2019-01-04 | 2025-08-01 | 上海市政工程设计研究总院(集团)有限公司 | Multiple-effect multiplication regulation pond |
| CN110468946A (en) * | 2019-07-16 | 2019-11-19 | 武汉市政工程设计研究院有限责任公司 | A kind of storage pond automatic uniform water charging system and method |
| CN110424525A (en) * | 2019-07-20 | 2019-11-08 | 北京通成达水务建设有限公司 | One kind is controlled flood and drained flooded fields pump works |
| CN110759612A (en) * | 2019-10-12 | 2020-02-07 | 上海桓禹环境科技有限公司 | Resource utilization method for silt in rainwater storage tank |
| CN111021501B (en) * | 2019-12-10 | 2021-05-18 | 诚通凯胜生态建设有限公司 | Garden rainwater collecting and storing system and construction method thereof |
| CN111252926B (en) * | 2020-03-02 | 2020-12-15 | 苏州喜全软件科技有限公司 | Diversion treatment and conveying equipment of municipal sewage pipe network |
| CN111305316A (en) * | 2020-03-10 | 2020-06-19 | 中冶京诚工程技术有限公司 | Corrugated steel water tank, corrugated steel collection water storage system and water storage method |
| CN111501984B (en) * | 2020-04-16 | 2024-09-03 | 天津国投津能发电有限公司 | Large-scale vertical water pump forebay silt monitoring and cleaning device |
| CN111877490B (en) * | 2020-07-14 | 2021-08-03 | 江苏富源广建设发展有限公司 | Rainwater source regulation and storage system in sponge city |
| CN112095556B (en) * | 2020-09-01 | 2021-11-09 | 中国电建集团华东勘测设计研究院有限公司 | Hydropower station water collecting well drainage system with functions of preventing silt and dredging |
| CN112502174A (en) * | 2020-10-05 | 2021-03-16 | 刘宏庆 | Quick dewatering device for deep foundation pit |
| CN113218620B (en) * | 2021-05-28 | 2025-02-18 | 上海市城市建设设计研究总院(集团)有限公司 | A rainwater storage tank flushing and silting simulator modified from an SBR biological pool and its use method |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2268726Y (en) * | 1995-11-18 | 1997-11-26 | 陈鹤聪 | Water drainage with automatically floating soil resistant, water absorbing and bottomless valve |
| NO316859B1 (en) * | 2002-09-05 | 2004-06-01 | Add System As | Device and method for avoiding or controlling the discharge of gases from a liquid |
| CN100503983C (en) * | 2005-08-22 | 2009-06-24 | 谢发文 | Sewage suction and discharge method and sewage suction and discharge facility for reservoirs or pools used as drinking water sources |
| CN201512826U (en) * | 2009-09-28 | 2010-06-23 | 郭永晨 | Sand filter wall split rainwater treatment system |
| KR101353045B1 (en) * | 2011-08-26 | 2014-01-21 | 남기윤 | Apparatus for removing non-point source pollution from rainwater with control function |
| CN203684386U (en) * | 2014-01-28 | 2014-07-02 | 中建四局安装工程有限公司 | Turnover type drain tank with cleaning device |
| CN104120774B (en) * | 2014-07-31 | 2016-02-10 | 山东碧空环保科技股份有限公司 | Rain in factory area drainage system |
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