SU550474A1 - Deep water intake - Google Patents

Deep water intake

Info

Publication number
SU550474A1
SU550474A1 SU2057349A SU2057349A SU550474A1 SU 550474 A1 SU550474 A1 SU 550474A1 SU 2057349 A SU2057349 A SU 2057349A SU 2057349 A SU2057349 A SU 2057349A SU 550474 A1 SU550474 A1 SU 550474A1
Authority
SU
USSR - Soviet Union
Prior art keywords
water intake
deep water
water
pipe
pipes
Prior art date
Application number
SU2057349A
Other languages
Russian (ru)
Inventor
Александр Анатольевич Кононенко
Михаил Петрович Омельченко
Георгий Алексеевич Петров
Николай Николаевич Синявский
Original Assignee
Государственный Проектный Институт "Харьковский Водоканалпроект"
Харьковский инженерно-строительный институт
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Государственный Проектный Институт "Харьковский Водоканалпроект", Харьковский инженерно-строительный институт filed Critical Государственный Проектный Институт "Харьковский Водоканалпроект"
Priority to SU2057349A priority Critical patent/SU550474A1/en
Application granted granted Critical
Publication of SU550474A1 publication Critical patent/SU550474A1/en

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Jet Pumps And Other Pumps (AREA)

Description

Вода из водоема сквозь сороудерживающие и рыбозаградительные решетки 9 с двух сторон поступает к приемпой камере 1. Затем через продольные щели 5 поступает в трубы 2, 3 и 4. По трубе 4 вода движетс  к левой отвод щей камере 6, а по трубе 2 - к правой. По средней трубе 3 вода поступает в обе отвод щие камеры 6, так как торцы трубы выполнены без заглушек. Из водоотвод щих камер по водоводам 8 вода подаетс  к насосной станции (к потребителю).Water from the reservoir through the trash and fish barrier grids 9 from two sides enters the receiving chamber 1. Then through the longitudinal slots 5 enters pipes 2, 3 and 4. Through pipe 4, water moves to the left discharge chamber 6, and through pipe 2 to right. Through the middle pipe 3, water flows into both discharge chambers 6, since the pipe ends are made without plugs. From the drainage chambers, through the water lines 8, water is supplied to the pumping station (to the consumer).

Конструкци  данного водозабора отличаетс  равномерностью его обратной промывки, котора  обеспечиваетс  благодар  подаче промывной жидкости с двух противоположных сторон.The design of this water intake is characterized by the uniformity of its backwash, which is ensured by supplying the washing liquid from two opposite sides.

в св зи с тем, что жидкость в трубы 2, 3 и 4 поступает из общей камеры, а движетс  в противоположных направлени х, выравниваютс  удельные расходы на единицу длины водозаборного оголовка. При посто нной высоте между основанием камеры и щелевыми отверсти ми в трубах и при посто нном (практически) удельном расходе обеспечиваетс  и посто нна  входна  скорость по всему фронту оголовка.Because the fluid in the pipes 2, 3 and 4 comes from the common chamber, and moves in opposite directions, the specific costs per unit length of the intake cap are leveled. At a constant height between the base of the chamber and the slotted holes in the pipes and at a constant (practically) specific consumption, a constant input speed is provided along the entire front of the tip.

Предлагаемый водозабор может быть изготовлен на берегу, оттранспортирован по воде и затоплен в месте установки без применени  водолазных работ.The proposed water intake can be made ashore, transported by water and flooded at the installation site without the use of diving operations.

Claims (2)

1. Авторское свидетельство № 490903, М. Кл.2 Е 02В 9/04, 1972.1. Copyright certificate № 490903, M. Kl.2 E 02B 9/04, 1972. 2. Авторское свидетельство № 272898, М. Кл.2 Е 02В 9/04, 1968 (прототип).2. Copyright certificate № 272898, M. Kl.2 E 02B 9/04, 1968 (prototype). Б2 .А-АB2 .A-A
SU2057349A 1974-09-03 1974-09-03 Deep water intake SU550474A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU2057349A SU550474A1 (en) 1974-09-03 1974-09-03 Deep water intake

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU2057349A SU550474A1 (en) 1974-09-03 1974-09-03 Deep water intake

Publications (1)

Publication Number Publication Date
SU550474A1 true SU550474A1 (en) 1977-03-15

Family

ID=20595229

Family Applications (1)

Application Number Title Priority Date Filing Date
SU2057349A SU550474A1 (en) 1974-09-03 1974-09-03 Deep water intake

Country Status (1)

Country Link
SU (1) SU550474A1 (en)

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