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Gravel bed structure and in-situ purification system of riverway water formed thereby

A purification system and gravel bed technology, applied in the field of river water in-situ purification system, can solve the problems of increasing additional costs, changing the shape of the river, occupying a large area, etc., achieving convenient management and maintenance, saving labor costs, and easy automatic control Effect

Active Publication Date: 2015-11-11
SHANGHAI JIAO TONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] At present, the low-pollution river treatment technologies used at home and abroad mainly include physical methods (such as dredging, mechanical algae removal, water diversion dilution, artificial flow, aeration, etc.), chemical methods (such as chemical reagents to remove algae, adding iron salts to promote phosphorus precipitation, adding lime for denitrification, etc.) and biological methods (such as artificial wetland treatment, aquatic plant restoration, microbial restoration and ecological floating beds, etc.), these methods have their own advantages and disadvantages
The obvious disadvantages of these methods include: large area and change of river channel shape (artificial wetland, restoration of aquatic plants), high energy consumption (such as aeration, mechanical algae removal), high cost (such as artificial flow, dredging, water diversion) dilution), additional costs (labor costs for harvesting ecological floating bed plants, chemical reagents for chemical methods), and inability to respond to changes in river water flow, etc.

Method used

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  • Gravel bed structure and in-situ purification system of riverway water formed thereby
  • Gravel bed structure and in-situ purification system of riverway water formed thereby
  • Gravel bed structure and in-situ purification system of riverway water formed thereby

Examples

Experimental program
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Effect test

Embodiment 1

[0042] When the amount of water in the river is small, the flap dam 10 is raised, the river water is intercepted, the intake gate 1 is opened, and the low-pollution water of the river is introduced into the sedimentation area 2 below, and the sediment and suspended matter carried in the river water are initially settled and removed in the sedimentation area. , and then the river water passes through the first perforated concrete wall 5 and enters the gravel contact oxidation zone 6. The gravel contact oxidation zone is filled with gravels with a particle size of 50-150 mm. Organic matter and nitrogen and phosphorus nutrients in the low-pollution water of the river are removed. The treated low-pollution water flows out from the second perforated concrete wall 7 on the other side of the gravel reaction zone and enters the water outlet zone 8. Under the pressure of upstream water, the finally treated river water is discharged downstream. For this operating condition, see image ...

Embodiment 2

[0044] When the amount of water in the river is large, such as the flood season, the concentration of organic pollutants and nitrogen, phosphorus and nutrients in the river water is relatively low, and the water quality is relatively good. At this time, the flap dam 10 and the water inlet sluice 1 are all put to the level, and the upstream river water cannot enter the sedimentation zone 2 and the gravel contact oxidation zone 6, and directly flows to the downstream. For this operating condition, see Figure 4 .

Embodiment 3

[0046] When the gravel bed runs for a period of time and needs to discharge mud, the flap dam 10 is fully opened and put to the level. At the same time, the water intake gate 1 is put to the level to prevent the channel water from being introduced into the sedimentation area 2 below. Open pump 4 afterwards, the pipeline of pump 4 passes river course slope protection 14 to river course 13 outer mud discharges (see specifically figure 2system floor plan). Since the sedimentation zone 2, the gravel contact oxidation zone 6, and the bottom slope of the water outlet zone 8 all have a terrain gradient of about 10%, when the sludge discharge pump is turned on, the downstream river water flows back into the gravel bed reaction zone for backwashing. The remaining sludge in the reaction zone enters the sedimentation zone with the suction of the sludge pump and the slope of the terrain, and then is discharged out of the river. For this operating condition, see Figure 5 .

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Abstract

The invention provides a gravel bed structure and an in-situ purification system of riverway water formed thereby. The gravel bed structure and the in-situ purification system of riverway water formed thereby have following beneficial effects: firstly, the gravel bed structure is disposed on a river bottom without occupying additional soil area and changing external appearance of an embankment; secondly, the overall system is flexible and changeable in such a manner that the overflow amount and processing amount of a river can be controlled by a flap regulating dam so that in flood seasons, the flap regulating dam can be completely opened for allowing river water to surmount and reponses are made based on variation in flow amount of riverway water; thirdly, back flushing operation can be realized by closing a water intake gate and completely opening the flap dam while by fully utilizing the terrain slope in association with a sludge pump, fine sludge discharge and back flushing effects are obtained; finally, productization equipment are adopted by the flap dam and the water inlet gate so that the whole set of system is easy to automatically control and helps to save manual cost during operation and is convenient to manage and maintain.

Description

technical field [0001] The invention belongs to the field of river channel purification, and in particular relates to a gravel bed structure and a system for in-situ purification of river channel water composed of the same. Background technique [0002] With the development of regional economy and the acceleration of urbanization, the problems of river water quality pollution and ecological degradation have become more and more serious. The input of oxygen-consuming organic pollutants and nitrogen and phosphorus nutrients has caused the water quality of rivers to deteriorate significantly. It poses a greater threat to the health of urban residents and the ecological security of the city. Therefore, how to deal with urban river water, which is typically characterized by low-pollution water, is an urgent scientific problem to be solved. Reducing the pollutant load in low-pollution water is of great significance for restoring the ecology of water bodies and the social function ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B3/02C02F9/04
CPCY02A10/30
Inventor 王欣泽沈剑林燕张焕杰刑朝晖朱加乐仝欣楠张震宇
Owner SHANGHAI JIAO TONG UNIV
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