The novel wetland pipeline configuration
Technical field
The utility model relates to water-treatment technology field, particularly relates to a kind of novel wetland pipeline configuration.
Background technology
In side slope, soil conservation such as road both sides and riverbank or lakeside ground, often occur because of rainwater cross flow under the situation that does not have pumping equipment, silt underwashing, cause soil erosion, the problem of water body muddiness, the main means of controlling soil erosion at present are to need soil conservation ground to build artificial marsh sewage treatment system at these, carry out the collection of rainwater and sewage, handle and utilization, the artificial swamp technology of existing a lot of types, the stringing mode of existing artificial swamp is a variety of, rich font etc. for example, but the form of the gravity vertical current that these stringing modes in fact all are a kind of flowing water, often occur short flow phenomenon in the wetland, cause the inefficiency of sewage disposal even draining after treatment situation not up to standard to take place.
Summary of the invention
The purpose of this utility model provides a kind of sewage treating efficiency height, short flow phenomenon can not take place in scavenging process, the novel wetland pipeline configuration of the effect of the medium in the good utilisation artificial swamp more.
The technical solution of the utility model is:
The novel wetland pipeline configuration, it is characterized in that: comprise the horizontally disposed header that is positioned at the water distributor on wetland top and is positioned at the wetland bottom, described water distributor comprises the water distribution person in charge and some water distribution branch pipes, described water distribution branch pipe is according to certain interval, setting in parallel to each other, and all be responsible for perpendicular to described water distribution, opening corresponding to described water distribution branch pipe quantity is arranged on described water distribution is responsible for, and described water distribution branch pipe is responsible for described water distribution by described opening respectively and is communicated with.
Further, described header is regulated well with the water outlet of wetland outside and is communicated with, and the water level in the well control system wetland is regulated in described water outlet.
Further, described header is perpendicular to water distribution branch pipe, and is responsible for an end that is arranged on the wetland of being responsible for away from water distribution abreast with water distribution.
Further, described water distribution is responsible for the wetland width isometric.
Further, the length of described water distribution branch pipe is half of wetland length.
Novel wetland pipeline configuration of the present utility model has carried out optimization design to water distributor and header, increases the flowing time of sewage in wetland, eliminates short flow phenomenon, improves purification efficiency, is with a wide range of applications.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is a sectional structure synoptic diagram of the present utility model.
The figure number explanation
1 wetland pond body, 2, water distribution is responsible for, 3, water distribution branch pipe, 4 headers, 5 ventpipes, 6 gabions that catchment, 7 blending agents, 8 water distribution gabions, 9 organic dielectric layers, 10 plants, well is regulated in 11 water outlets
Embodiment
Below in conjunction with accompanying drawing the utility model is described in further detail.
Shown in Fig. 1~2, novel wetland pipeline configuration of the present utility model, comprise the horizontally disposed header 4 that is positioned at the water distributor on body 1 top, wetland pond and is positioned at the wetland bottom, water distributor comprises the water distribution person in charge 2 and some water distribution branch pipes 3, water distribution branch pipe 3 is according to certain interval, setting in parallel to each other, and all be responsible for 2 perpendicular to described water distribution, water distribution is responsible for the opening that has on 2 corresponding to described water distribution branch pipe quantity, and each water distribution branch pipe is responsible for water distribution by opening respectively and is communicated with.
In this example, header 4 is perpendicular to water distribution branch pipe, and is responsible for an end that is arranged on the wetland pond body of being responsible for away from water distribution abreast with respect to water distribution.
In this example, the water distribution person in charge 2 is isometric with the width of wetland pond body.
In this example, the length of water distribution branch pipe 3 is half of length of wetland pond body.
In this example, header 4 is isometric with the wetland width.
In this example, the certain distance in every interval is provided with several ventpipes that protrudes upward the pond body 5 perpendicular to header on header 4, and the ventpipe upper end has ventilating pit.
The order that construction has the artificial swamp of novel wetland pipeline configuration of the present utility model is: build artificial swamp pond body, after carrying out antiseepage, novel wetland pipeline configuration of the present utility model is installed, at first header 4 is installed at an end of wetland pond body, ventpipe 5 vertically is installed on the header 4, the Wingdale of backfill main component calcic 70% around the header then, the formation gabion 6 that catchments, again behind the backfill blending agent 7, at the other end water distribution gabion 8 is installed away from the pond body of header, water distributor is laid in the water distribution gabion 8, the main component of water distribution gabion 8 is calcic 70% Wingdales, and the organic dielectric layer 9 on last backfill top layer is after the wetland water inlet, serike 10 is as reed, and the interior water level of wetland is regulated well 11 controls by the water outlet that is communicated with header of wetland outside during serike.
The utility model adopts interval stringing mode to arrange the water distributor and the header of wetland, adopts regulation of level well 11 to regulate water level in the wetlands.Sewage at first is to carry out the gravity perpendicular flow after entering wetland, flows to the wetland bottom, after water level reaches certain position in the wetland, the water form that flows is changed into horizontal plug-flow, flow along the wetland length direction, at this moment horizontal flow accounts for main positions, and perpendicular flow weakens relatively.By regulating the elevation of water surface in the wetland, these two kinds of flow pattern are coexisted as among the wetland, can control this two kinds of any taking as the leading factor of flow pattern by regulating elevation of water surface simultaneously.Hydraulic flow in the wetland vertically is horizontal plug-flow to gravity before this then, and more the medium of backfill in the reasonable use wetland has been avoided short stream, better improves the efficient that wetland is handled.
Above-mentionedly only several specific embodiments in the utility model are illustrated; but can not be as protection domain of the present utility model; every equivalence of having done according to the design spirit in the utility model changes or modifies, and all should think to fall into protection domain of the present utility model.