SU1054485A1 - Wave-damping arrangement - Google Patents

Wave-damping arrangement Download PDF

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Publication number
SU1054485A1
SU1054485A1 SU823476407A SU3476407A SU1054485A1 SU 1054485 A1 SU1054485 A1 SU 1054485A1 SU 823476407 A SU823476407 A SU 823476407A SU 3476407 A SU3476407 A SU 3476407A SU 1054485 A1 SU1054485 A1 SU 1054485A1
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SU
USSR - Soviet Union
Prior art keywords
wave
pontoon
damping arrangement
load
goat
Prior art date
Application number
SU823476407A
Other languages
Russian (ru)
Inventor
Адольф Иосифович Сапожников
Original Assignee
Sapozhnikov Adolf
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 Sapozhnikov Adolf filed Critical Sapozhnikov Adolf
Priority to SU823476407A priority Critical patent/SU1054485A1/en
Application granted granted Critical
Publication of SU1054485A1 publication Critical patent/SU1054485A1/en

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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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

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  • Revetment (AREA)

Description

10 Иас ретение относитс  к .гидротехниче скому строительству, а именно к констру ци м плавучих волноломов. Известны плавучие волноломы в ввде за коренного понтона С13Недостаток известных волноломов состоит в-том, что через ограждение, создаваемое ими, передаетс  значительный объем волновой энергии, и анкерна  система воспринимает большие нагрузки. Наиболее близким к предлагаемому  в л етс  волногас щее устройство, содержащее понтон, за коренный ко дну водоема 21 Это устройство захватывает всю энер гию Волн, но нуждаетс  в жесткой системе за корени , что невьшолнимо при больших глубинах. Цель изобретени  - снижение нагрузки на  корную систему. Эта цель дос- игаетс  тем, что  корна  система выполнена смещенной к тыловой части понтона но отношению к направлению волны, а на торце этой части 5 понтона размещена стенка-козьфек, этом понтон имеет обтекаемую форму переднего к направлению волны конца. На чертеже изображено волногрс щае устройство. Устройство состоит из собственно понтона 1, козь1рька 2, анкерных т г 3 и донных массивов 4. Конструкци  работает следующим образом . Волна, подход  к понтону t, вызывает его всгшыт в, в результате чего с« покачива€ тс  во1фуг точки анкеровки. Горизонтальному смещению понтона преп тствует анкерна  система 4, 3 и вертикальный козьфек 2. Козьфек преп тствует и прохонодению остатков волн, не погашенных при юс взаимодействии с понтоном. При рациональном выборе габаритов, форм в массы понтона волногас щее усчюйство способно к полному захвату волн: и в то же вреый снижаетс  нагрузка на систему по сравнению с прототипом.10 An ire of the art relates to hydraulic engineering construction, namely, the construction of floating breakwaters. There are known floating breakwaters in the in-ground entrance of the indigenous pontoon C13. The disadvantage of the known breakwaters is that a considerable amount of wave energy is transmitted through the enclosure created by them, and the anchor system takes up heavy loads. The closest to the proposed is a wave-suppressing device containing a pontoon, which is located at the bottom of the reservoir 21 This device captures all the energy of the waves, but requires a rigid system behind the roots, which is impossible at great depths. The purpose of the invention is to reduce the load on the root system. This goal is achieved by the fact that the root system is made offset to the rear part of the pontoon but relative to the wave direction, and at the end of this part 5 of the pontoon there is a wall-goat section, this pontoon has a streamlined front-to-wave direction. The drawing shows waveguide device. The device consists of the actual pontoon 1, kozlichka 2, anchor tons of r 3 and bottom arrays 4. The design works as follows. The wave, approach to the pontoon t, causes it to be pushed, resulting in a “wiggle” at the bottom of the anchorage point. The pontoon horizontal displacement is prevented by the anchor system 4, 3 and the vertical goat nozzle 2. The goat can also prevent the protonation of the residual waves that are not canceled when interacting with the pontoon. With a rational choice of dimensions and shapes to the masses of the pontoon, the wave-suppressing condition is capable of completely capturing the waves: at the same time, the load on the system is reduced compared to the prototype.

Claims (1)

ВОЛНОГАСЯШЕЕ УСТРОЙ-’ СТВО, содержащее понтон, заякоренный ко дну водоема, отличающееся тем, что, с целью снижения нагрузки на якорную систему, последняя установлена смещенной к тыловой части понтона по отношению к. направлению волны, а на торце этой части понтона размещена стенка-козырек, при этом понтон имеет обтекаемую форму переднего к направлению волны конца.WAVE-EXTINGUISHING DEVICE - 'STVO, containing a pontoon anchored to the bottom of the reservoir, characterized in that, in order to reduce the load on the anchor system, the latter is installed offset to the rear of the pontoon in relation to the direction of the wave, and at the end of this part of the pontoon there is a wall visor, while the pontoon has a streamlined shape of the front end to the direction of the wave. ff
SU823476407A 1982-07-28 1982-07-28 Wave-damping arrangement SU1054485A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU823476407A SU1054485A1 (en) 1982-07-28 1982-07-28 Wave-damping arrangement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU823476407A SU1054485A1 (en) 1982-07-28 1982-07-28 Wave-damping arrangement

Publications (1)

Publication Number Publication Date
SU1054485A1 true SU1054485A1 (en) 1983-11-15

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
SU823476407A SU1054485A1 (en) 1982-07-28 1982-07-28 Wave-damping arrangement

Country Status (1)

Country Link
SU (1) SU1054485A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU197845U1 (en) * 2017-06-21 2020-06-02 Эяль АТТИАС FLOATING WAVE

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
1. Л хницкий В. Е. и др. Портовые гидротехнические сооружени . М.,Речной транспорт, 1955, с. I. 2. Дэвид Росс. волн. Л., Гвдрометеоиздат, 1981, с. 9 (прототип). *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU197845U1 (en) * 2017-06-21 2020-06-02 Эяль АТТИАС FLOATING WAVE
US11131072B2 (en) 2017-06-21 2021-09-28 Eyal Attias Floating breakwater

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