KR960031357A

KR960031357A - Water treatment equipment

Info

Publication number: KR960031357A
Application number: KR1019950003262A
Authority: KR
Inventors: 김병희
Original assignee: 김지수; 주식회사 새환경
Priority date: 1995-02-20
Filing date: 1995-02-20
Publication date: 1996-09-17
Also published as: KR0134918B1

Abstract

1. 청구범위에 기재된 발명이 속한 기술분야1. TECHNICAL FIELD OF THE INVENTION

본 발명은 지하수, 계곡의 침층수, 지표수등을 수집하여 음용수로서 사용하기 위한 정수처리장치에 관한 것이다.The present invention relates to a purified water treatment device for collecting ground water, sediment water of the valley, surface water and the like to use as drinking water.

2. 발명이 해결하려고 하는 기술적 과제2. The technical problem to be solved by the invention

일반적으로 상수도 정화시설의 혜택을 누리지 못하는 산촌, 어촌, 농촌등 일부지역에 간편한 시설의 정수장치를 제공하고자 하는 것이다.In general, it is intended to provide a water purification device of a simple facility in some areas, such as mountain villages, fishing villages, rural areas that do not enjoy the benefits of water purification facilities.

3. 발명의 해결방법의 요지3. Summary of Solution to Invention

지하수, 지표수, 침층수를 저장하는 원수저장시실(5)을 설치하여 산화조(1)에 일정한 수압의 부하를 유지할 수 있도록 하고, 상기 산화조(1)의 내부에 허니컴(1a)을 내장시켜 폭기설비(1c)에 의해 예비폭기시킨 원수를 1차 정수하고, 응집조(2)의 내부에서 저면과 상부를 통하여 교호로 흐르도록 다수의 격판(2a)을 형성하고, 응집조(2)에서 응집된(2)의 내부에서 저면과 상부를 통하여 교호로 흐르도록 다수의 격판(2a)을 형성하고, 응집조(2)에서 응집된 응집물을 포함하는 원수를 여과조투입관(3a)과 여과조유도관(3b) 및 분배관(3d)의 저면 및 분산관(3j)을 통하여 배출하여 모래여과층(3e)을 통하여 상승여과시켜 응집물을 제거하고 응집물이 제거된 원수는 소독도(4)에서 살균시킨후 배수지(6)로 송수하고, 2차과정에서 모래층에 잔류하게 되는 응집물은 포집유도관(3g)에 공급된 공기가 부상관(3f)을 따라 상승할 때 발생하는 부압력에 의하여 부상관(3f)과 포집유도관(3g)의 사이공간(3h)으로 흡입되어 부상관(3f)을 따라 상승하여 퇴수조(13)를 통하여 외부로 배출되도록 구성한다.A raw water storage chamber 5 for storing groundwater, surface water, and sedimentary water is installed to maintain a constant water pressure load in the oxidizing tank 1, and a honeycomb 1a is embedded in the oxidizing tank 1. The raw water preliminarily aerated by the aeration system 1c is first purified, and a plurality of diaphragms 2a are formed so as to flow alternately through the bottom and the upper part inside the agglomeration tank 2, and in the agglomeration tank 2 A plurality of diaphragms 2a are formed so as to flow alternately through the bottom and the upper part inside the agglomerated 2, and the raw water including the agglomerated aggregate in the agglomeration tank 2 is introduced into the filtration tank inlet pipe 3a and the filtration tank induction. Discharge through the bottom of the pipe 3b and the distribution pipe 3d and the dispersion pipe 3j and upward filtration through the sand filtration layer 3e to remove the aggregates. After the water is sent to the drain (6), the aggregates remaining in the sand layer in the secondary process is collected induction The floating pipe 3f is sucked into the space 3h between the floating pipe 3f and the collection induction pipe 3g by the negative pressure generated when the air supplied to the 3g rises along the floating pipe 3f. Rising along the configuration to be discharged to the outside through the discharge tank (13).

4. 발명의 중요한 용도4. Important uses of the invention

본 발명은 상수도 정화시설의 혜택을 받지 못하여 지하수, 계곡의 침층수, 지표수등을 수집하여 음용하는 지역의 소규모 정수처리장치로서의 용도를 갖는다.The present invention has a use as a small-scale purified water treatment device in the area to collect and drink ground water, sediment water of the valley, surface water, etc. without receiving the benefits of the water purification facility.

Description

Water treatment equipment

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음Since this is an open matter, no full text was included.

Claims

In purifying ground water, surface water, and sediment water, a raw water storage facility 5 for storing the ground water, surface water, and sediment water is installed to maintain a constant water pressure load in the oxidizing tank 1, and 1) the honeycomb (1a) is built into the interior of the groundwater, surface water, sedimentation water preliminarily aerated by the aeration system (1c), and groundwater, surface water, A plurality of diaphragms 2a are formed to alternately flow the sedimented water through the bottom and the upper part of the flocculation tank 2, and the groundwater, the surface water, and the sediment water containing the aggregates agglomerated in the flocculation tank 2 Is discharged from the plurality of holes (3c) formed in the bottom of the distribution pipe (3d) through the filter tank inlet pipe (3a) and the filter tank induction pipe (3b) through the upper surface of the dispersion pipe (3j) to the sand filtration layer (3e) Through filtration to remove aggregates, groundwater, surface water, The layered water is sterilized by the droplet injection injector 16 in the disinfection tank 4 through the disinfection guide tank 4a and the disinfection guide pipe 4b, and then transferred to the drainage basin 6, which is left in the sand layer in the secondary process. The aggregate is sucked into the space (3h) between the floating pipe (3f) and the collection guide pipe (3g) by the negative pressure generated when the air supplied to the collecting guide pipe (3g) rises along the floating pipe (3f) Water purification apparatus characterized in that configured to be discharged to the outside through the discharge pipe 13 to rise along the floating pipe (3f).

The sand and aggregates of the sand filtration layer 3e, which float along the floating pipe 3f when the aggregates remaining in the filtration tank 3 are discharged to the outside, are mutually formed in the floating pipe 3f. The water treatment apparatus, characterized in that the impact is separated and the sand is re-accumulated on top of the sand filtration layer (3e) through the drop induction pipe (3i) by the weight.

※ Note: The disclosure is based on the initial application.