Dredged soil transport system and its control method thereof
IPC분류정보
국가/구분
United States(US) Patent
등록
국제특허분류(IPC7판)
E02F-003/90
E02F-007/10
F16L-055/00
G05D-007/06
출원번호
US-0388811
(2013-10-15)
등록번호
US-9725876
(2017-08-08)
우선권정보
KR-10-2013-0038544 (2013-04-09)
국제출원번호
PCT/KR2013/009192
(2013-10-15)
국제공개번호
WO2014/168304
(2014-10-16)
발명자
/ 주소
Yoon, Gil-Lim
Kim, YuSeung
출원인 / 주소
KOREA INSTITUTE OF OCEAN SCIENCE & TECHNOLOGY
대리인 / 주소
Revolution IP, PLLC
인용정보
피인용 횟수 :
0인용 특허 :
3
초록▼
The present invention provides a dredged soil transport system including a pipe module wound with a coil applying an electromagnetic field to an internally flowing dredged soil and including a plurality of pipelines, a pump module configured to provide a transport pressure for transport of dredged s
The present invention provides a dredged soil transport system including a pipe module wound with a coil applying an electromagnetic field to an internally flowing dredged soil and including a plurality of pipelines, a pump module configured to provide a transport pressure for transport of dredged soil to the pipe module, database stored with flow information on flow velocity and flow form in response to physical properties of liquefied unit, and a control module communicating with the pipe module, the pump module and the database wiredly and wirelessly and applying, to the coil, a current of waveform matching to a flow waveform of the dredged soil transported inside the pipeline, and a control method thereof.
대표청구항▼
1. A dredged soil transport system, the system comprising: a pipe module wound with a coil applying an electromagnetic field to an internally flowing dredged soil and including a plurality of pipelines;a pump module configured to provide a transport pressure for transport of the dredged soil to the
1. A dredged soil transport system, the system comprising: a pipe module wound with a coil applying an electromagnetic field to an internally flowing dredged soil and including a plurality of pipelines;a pump module configured to provide a transport pressure for transport of the dredged soil to the pipe module;database stored with flow information on flow velocity and flow form in response to physical properties of the dredged soil; anda control module communicating with the pipe module, the pump module and the database wiredly and wirelessly and applying, to the coil, a current of waveform matching to a flow waveform of the dredged soil transported inside the pipeline,wherein the pump module includes a pump pressure sensor unit configured to grasp a stroke period of the pump and to convert the grasped stroke period of the pump to a voltage signal,wherein the pipe module includes a pipe pressure sensor unit configured to grasp flow velocity and waveform of the dredged soil transported into the pipeline and to convert the grasped flow velocity and waveform of the dredged soil to a pressure signal. 2. The system of claim 1, wherein the pipe pressure sensor unit includes a first pressure sensor and a second pressure sensor each installed by being spaced apart at a predetermined distance. 3. The system of claim 2, further comprising a state measurement unit configured to monitor flow velocity and pressure change of the dredged soil inside the pipeline. 4. The system of claim 3, wherein the state measurement unit monitors the flow velocity and pressure change of flow inside the dredged soil using the following equation: ∇p=f*LD*ρ2*v2〈Equation〉where, f is a friction factor, L is a distance between first pressure sensor and second pressure sensor, D is a diameter of pipeline, ρ is a density of dredged soil, and v is a flow velocity obtained through pump pressure sensor. 5. The system of claim 1, wherein the control module includes a central computation unit configured to generate a flow signal for controlling transport of the dredged soil by comparing the flow velocity and waveform in response to the physical properties of the dredged soil received from the database with an actual flow velocity and waveform of the dredged soil transported into the pipeline, a function generation unit configured to convert the flow signal using a function by receiving the flow signal from the central computation unit, a pulse generation unit configured to convert the voltage signal received from the pipe pressure sensor unit to a pulse signal using the function by receiving the voltage signal received from the pipe pressure sensor unit and by receiving a function from the function generation unit, and a bridge circuit unit configured to receive the pulse signal from the pulse generation unit and to convert a current received from outside to a current having the pulse signal and to apply the converted current to the coil. 6. The system of claim 5, wherein the pulse generation unit includes a pulse detection unit configured to detect an amplitude and a period of a pulse of the voltage signal by receiving the voltage signal from the pipe pressure sensor unit, an integral circuit unit configure to convert a pressure waveform energy proportional to a pulse waveform period to a voltage signal by receiving the amplitude and size detected by the pulse detection unit, a PWM (Pulse Width Modulation) generation unit configured to generate a PWM period pulse in response to a pulse waveform period by receiving a voltage signal from the integral circuit unit, and a pulse generation unit configured to convert the PWM period pulse received from the PWM generation unit using the function received from the function generation unit, and to convert the converted PWM period pulse to a gate voltage of the bridge circuit unit. 7. The system of claim 1, wherein the flow information of the dredged soil stored in the database is updatable, additionable, changeable and deletable. 8. A control method of dredged soil transport system including a pipe module configured to transport dredged soils, a pump module, database and a control module, the method comprising: a first step of detecting flow velocity and waveform of dredged soil transported from a pressure sensor formed at the pipe module and the pump module;subsequently, a second step of receiving, by the control module, the waveform and the database of the dredged soil detected from the first step and the flow velocity and waveform in response to physical properties from the database;subsequently, a third step of generating a current of waveform matching to flow waveform of the dredged soil transported inside the pipeline by comparing the flow velocity and waveform in response to the physical properties of dredged soil received from the database with the flow velocity and waveform of the dredged soil detected from the first step; and subsequently, a fourth step of applying the generated current to a coil wound on the pipeline of the pipe module. 9. The control method of claim 8, wherein the third step includes a 3-1 step of generating a flow signal for controlling transport of the dredged soil based on an actual flow velocity and waveform of the dredged soil detected from the first step;subsequently, a 3-2 step of generating a function based on the flow velocity and waveform in response to the physical properties of the dredged soil received from the database;subsequently, a 3-3 step of converting the flow signal to a pulse signal using the function; andsubsequently, a 3-4 step of converting a current received from outside to a current having the pulse signal.
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이 특허에 인용된 특허 (3)
De Baat Doelman Jan P. (Kralenbeek 1471 1104 KJ Amsterdam NLX), Apparatus for treating liquid to prevent and/or remove scale deposits.
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