Skip to main content

Tidal Energy

Tidal Energy

Tidal Energy










Gravitational powers between the moon, the sun, and the earth deliver tides into the ocean. the moon applies more than twice as extraordinary power on the tides as the sun because of its significantly nearer position to the earth. 

Therefore, the tides nearly take after the moon amid its turn around the earth, making stream and ebb of tides. The occasional ascent and fall of the water level of the ocean are called tides. At the point when the water is over the mean ocean level, it is called surge tide and when the level is underneath the mean ocean level, it is called ebb tide. 


Tidal age utilizes the energy of moving water to turn a generator and may deliver control of water moving two ways: internal on the surging tide and outward on the ebb tide. To use energy, water must be caught at high tide behind a dum or blast and afterward made to drive the turbine as it comes back to the ocean amid low tide. A dam is worked at the mouth of the ocean.

 A tidal bowl is framed which gets isolated from the ocean by the dam. The bowl is utilized to saddle tidal energy by utilizing the potential energy of tides to drive the turbine. 

Tidal Energy















Tidal energy is extraordinary compared to other accessible sustainable power sources. Rather than other clean sources, tidal energy can be anticipated for quite a long time. It is a spotless wellspring of energy and of inexhaustible nature. 

It is expensive in contrast with fossil energy because of complex ordinary tidal power establishment which incorporates enormous dams in a vast sea. In India potential zones for the age of tidal energy is the Gulf of Cambay, Gulf of Kutch, and Sunderbans in West Bengal. Asia's first tidal power plant of 250 MW limit is proposed to be set up at Kandla in the Gulf of catch.

Popular posts from this blog

RS Aggarwal Aptitude Book PDF Free Download

RS Aggarwal Aptitude Book PDF Free Download RS Agarwal Aptitude Book PDF Free Download: Quantitative Aptitude by R.S Aggarwal is a standout amongst the most inclining books among the hopefuls getting ready for Bank PO, PO, MBA, RBI, IBPS, CAT, SSC, IAS, PSC, Hotel Management, Railway Recruitment Exams, and other aggressive and placement tests. This book is suggested by different specialists in this field. This book covers relatively every theme which is being requested for the focused exams. On the off chance that you are looking to Download RS Aggarwal Quantitative Aptitude PDF's most recent version with the expectation of complimentary then you appear to be at the correct place.    Download PDF  RS Agarwal Aptitude Book PDF Free Download This book covers Problems on Surds and Indices, Simplification, Numbers and Ages, Pipes and Cisterns, Boats and Streams, Problems on Trains, Simple and Compound Interests, Time and Work, Permutations and Combination, Clocks, Odd Man Out, Heights

Comparison between VSI and CSI

Comparison between VSI and CSI In power electronic systems, inverters are an essential component that converts direct current (DC) into alternating current (AC). There are two main types of inverters used in power electronic systems: Voltage Source Inverters (VSI) and Current Source Inverters (CSI). Both have their own unique advantages and disadvantages, and the choice of which to use depends on the specific application and the desired outcome. Comparisons between voltage source inverters and current source inverters are as follows. In voltage source inverters, the input voltage is maintained constant and the amplitude of the output voltage does not depend on the load. However, the waveform of load current, as well as its magnitude, depends upon the nature of load impedance.  In current source inverters (CSI), the input current is constant but adjustable. The amplitude of output current from CSI is freelance of the load. However, the magnitude of output voltage and its undulation outp

Limitations of Terzaghi Theory

Limitations of Terzaghi Theory The value of the coefficient of consolidation has been assumed to be constant.  The distance d of the drainage path cannot be measured accurately in the field. The thickness of the deposit is generally variable, and an average value has to be estimated.  There is sometimes difficulty 1n locating the drainage face, and sometimes thin previous seams that can act as good drainage faces are missed in the boring operations. The equation is based on the assumption that the consolidation is one-dimensional. In the field, the consolidation is generally 3-dimensional. The lateral drainage may have a significant effect on the time rate of consolidation. The initial consolidation and secondary consolidation have been neglected. Sometimes these form an important part of the total consolidation. In actual practice, the pressure distribution may be far from linear or uniform.