CN208984406U - A kind of triangular-notch weir device suitable for the measurement of small watershed suspended load - Google Patents

A kind of triangular-notch weir device suitable for the measurement of small watershed suspended load Download PDF

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Publication number
CN208984406U
CN208984406U CN201821837203.6U CN201821837203U CN208984406U CN 208984406 U CN208984406 U CN 208984406U CN 201821837203 U CN201821837203 U CN 201821837203U CN 208984406 U CN208984406 U CN 208984406U
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CN
China
Prior art keywords
triangular
weir
suspended load
notch weir
small watershed
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201821837203.6U
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Chinese (zh)
Inventor
赵宽耀
许强
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Chengdu Univeristy of Technology
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Chengdu Univeristy of Technology
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Priority to CN201821837203.6U priority Critical patent/CN208984406U/en
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Publication of CN208984406U publication Critical patent/CN208984406U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model is more particularly to a kind of triangular-notch weir device suitable for the measurement of small watershed suspended load, described device includes triangular-notch weir main body, the graduation mark for identifying different flow is provided in the triangular-notch weir main body, overflow hole is equipped at each graduation mark, diversion pipe is equipped at each overflow hole, each water conservancy diversion pipe end is provided with the collection sample bottle being detachably connected.The device, in the different height aperture of conventional triangular-notch weir, can acquire the sample under different flow at the small watershed exit or entrance of a clitch, analyze the quality of its suspended load for solving the problems, such as that semiarid zone Soil Erosion in Small Watershed suspended load is measured.

Description

A kind of triangular-notch weir device suitable for the measurement of small watershed suspended load
Technical field
The utility model relates to the suspended load measuring study fields of Soil Erosion in Small Watershed, and in particular to one kind is suitable for small The triangular-notch weir device of basin suspended load measurement.
Background technique
In the prior art, the measurement method of suspended load is broadly divided into two kinds: (1) being measured using suspended sediment sampler; (2) artificial sample measures.
For using suspended sediment sampler mensuration, although available reliable measurement data, it is mainly In order to measure the sedimentary loading in the long-term big river with regime flow, and higher cost;For artificial sample mensuration, in reality Feasibility is poor in operation, and obtained data do not have continuity, is especially sampled in rainfall, sample frequency and sampling matter There is error in amount.
In conclusion especially Loess Plateau, most of basin be not steady in a long-term in northern China semiarid zone Flow, only just will form runoff when rainy, and generate erosion, in this situation, two kinds of measurement sides in the prior art Method is not suitable for solving the problems, such as that semiarid zone Soil Erosion in Small Watershed suspended load measures.
Utility model content
The purpose of the utility model is to provide a kind of triangular-notch weir device suitable for the measurement of small watershed suspended load, which is used In solving the problems, such as the measurement of semiarid zone Soil Erosion in Small Watershed suspended load, opened in the different height of conventional triangular-notch weir main body Hole can acquire the sample under different flow at the small watershed exit or entrance of a clitch, analyze the quality of its suspended load.
The technical solution adopted in the utility model is as follows:
A kind of triangular-notch weir device suitable for the measurement of small watershed suspended load, described device includes triangular-notch weir main body, and described three It is provided with the graduation mark for identifying different flow in the main body of angle weir, overflow hole is equipped at each graduation mark, it is described every Diversion pipe is equipped at a overflow hole, each water conservancy diversion pipe end is provided with the collection sample bottle being detachably connected.
Further, the triangular-notch weir main body includes weir plate, and the top of the weir plate is provided with triangle crest of weir, the weir plate Bottom be arranged in the soil layer below of canal bottom.
Further, the two sides of the triangular-notch weir main body are provided with support frame, are equipped with and are used on support frame as described above Measure the liquidometer of height of water level in triangular-notch weir.
Further, each overflow hole is equipped with the filter screen for preventing from blocking overflow hole.
Compared with prior art, the utility model has the beneficial effects that the device is set in the different height of triangular-notch weir main body There is graduation mark, overflow hole is equipped at each graduation mark, diversion pipe is equipped at each overflow hole, each water conservancy diversion pipe end is all provided with It is equipped with the collection sample bottle being detachably connected;When the flow by triangular-notch weir main body increases to the overflow hole of certain altitude, water flow meeting Naturally it flows into collection sample bottle, the sample of different flow can be collected in this way, the quality of its suspended load is known by analysis sample, because This, the present apparatus can effectively obtain semiarid zone especially Loess Plateau small watershed under different flow under rain fall Sample, and its suspended load feature can be analyzed, equipment cost is low, and reliability is high, has certain popularization in research soil erosion field Value.
Detailed description of the invention
Fig. 1 is the apparatus structure schematic diagram of the triangular-notch weir device for being suitable for the measurement of small watershed suspended load of the utility model.
Wherein, 1- triangular-notch weir main body;2- graduation mark;3- overflow hole;4- liquidometer;5- support frame;6- diversion pipe;7- collection sample Bottle.
Specific embodiment
In order to make those skilled in the art more fully understand the technical solution of the utility model, with reference to the accompanying drawing and have The utility model is described in further detail for body embodiment.
As shown in Figure 1, a kind of triangular-notch weir device suitable for the measurement of small watershed suspended load, described device includes triangular-notch weir master Body 1 is provided with the graduation mark 2 for identifying different flow in the triangular-notch weir main body 1, is equipped at each graduation mark 2 Overflow hole 3 is equipped with diversion pipe 6 at each overflow hole 3, and each 6 end of diversion pipe, which is provided with, to be detachably connected Collection sample bottle 7.
In the present embodiment, triangular-notch weir in the prior art is can be used in the triangular-notch weir main body 1 comprising weir plate, the weir The top of plate is provided with triangle crest of weir, and the bottom of the weir plate is arranged in the soil layer below of canal bottom.
In the present embodiment, there is 6 sum aggregate sample bottle 7 of diversion pipe on each overflow hole 3, is rough schematic view, in attached drawing In only draw one of them and be indicated.
In the present embodiment, the two sides of the triangular-notch weir main body 1 are provided with support frame 5, are equipped on support frame as described above 5 Liquidometer 4.The height of water level by triangle crest of weir can be monitored in real time in the liquidometer 4, can also measure different time Flow, can in record set sample bottle 7 acquisition sample time, which can cooperate rainfall gauge, mud level meter comprehensive analysis to go out Erosion amount can also analyze suspended load qualitative character and deposition with the variation relation of rainfall and flow.
Stop large-sized object in order to prevent and block overflow hole 3, each overflow hole 3 is equipped with excessive for preventing from blocking The filter screen of discharge orifice 3.
For the present apparatus when water flow flows through triangle crest of weir, flow is bigger, and its height is higher, and quarter is identified above in triangular-notch weir main body 1 Line 2 is spent, and has overflow hole 3 on different graduation marks 2, when water flow increases to the overflow hole 3 of a certain height, water flow is certainly The collection sample bottle 7 for so entering fixed volume by diversion pipe 6, when collection sample bottle 7 is filled with liquid, water level is will rise naturally to higher Overflow hole 3, the device can only collect water sample when reaching a certain height during liquid level increases, be mainly used for obtaining every rain The sampling of different flow, thus collect sample bottle 7 be it is detachable and interchangeable, disassembly can be manually carried out after each rain and withdraws sample, and is installed New collection sample bottle 7.
Above are merely preferred embodiments of the utility model, it is noted that above-mentioned preferred embodiment should not regard For limitations of the present invention, the protection scope of the utility model should be defined by the scope defined by the claims..For For those skilled in the art, without departing from the spirit and scope of the utility model, it can also make several Improvements and modifications, these improvements and modifications also should be regarded as the protection scope of the utility model.

Claims (4)

1. a kind of triangular-notch weir device suitable for the measurement of small watershed suspended load, which is characterized in that described device includes triangular-notch weir master Body is provided with the graduation mark for identifying different flow in the triangular-notch weir main body, is equipped with overflow at each graduation mark Hole is equipped with diversion pipe at each overflow hole, and each water conservancy diversion pipe end is provided with the collection sample bottle being detachably connected.
2. the triangular-notch weir device suitable for the measurement of small watershed suspended load as described in claim 1, which is characterized in that the triangle Weir main body includes weir plate, and the top of the weir plate is provided with triangle crest of weir, and the bottom of the weir plate is arranged in canal bottom soil below In layer.
3. the triangular-notch weir device suitable for the measurement of small watershed suspended load as claimed in claim 1 or 2, which is characterized in that described Each overflow hole is equipped with the filter screen for preventing from blocking overflow hole.
4. the triangular-notch weir device suitable for the measurement of small watershed suspended load as claimed in claim 3, which is characterized in that described three The two sides of angle weir main body are provided with support frame, and the liquid level for measuring height of water level in triangular-notch weir is equipped on support frame as described above Meter.
CN201821837203.6U 2018-11-08 2018-11-08 A kind of triangular-notch weir device suitable for the measurement of small watershed suspended load Expired - Fee Related CN208984406U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821837203.6U CN208984406U (en) 2018-11-08 2018-11-08 A kind of triangular-notch weir device suitable for the measurement of small watershed suspended load

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821837203.6U CN208984406U (en) 2018-11-08 2018-11-08 A kind of triangular-notch weir device suitable for the measurement of small watershed suspended load

Publications (1)

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CN208984406U true CN208984406U (en) 2019-06-14

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111272982A (en) * 2020-03-11 2020-06-12 黄河水利委员会黄河水利科学研究院 Method and device for analyzing topographic features of arsenicum sablimatum region

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111272982A (en) * 2020-03-11 2020-06-12 黄河水利委员会黄河水利科学研究院 Method and device for analyzing topographic features of arsenicum sablimatum region
CN111272982B (en) * 2020-03-11 2022-05-03 黄河水利委员会黄河水利科学研究院 Method and device for analyzing topographic features of arsenicum sablimatum region

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CF01 Termination of patent right due to non-payment of annual fee
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Granted publication date: 20190614

Termination date: 20191108