THE CREST AND TROUGH AND SPEED OF SEA
WAVE IS NEEDED TO BE SCIENTIFICALLY
ANALYSED THE SPEEDING PUSH MAKES THE
ANALYSED.THE
WAVE IN DIFFERENT HEIGHTS OF CREST AND
TROUGH OF THE WAVE. WE HAVE A SOLUTION
OF VARIABLE HEIGHT OF THE ENERGISED WAVES
AND WIDTH WITH OUR CONCAVE BLOCK
TECHNOLOGY.
TECHNOLOGY
SPEED SAY ABOUT
350 KM/HR OF SEA TIDE
WAVE BE SCUTTLED
y THE SPEEDING TIDE WAVE OF ABOUT 350 KM/HR
SHALL BE SCUTTLED BY THE CONCAVE BLOCK AND
DIVERTED TO REST AT ZERO VELOCITY AND TO FALL
BACK INTO THE SEA ON OTHER RISING ENERGISED
WAVES.
y HENCE, THE HEIGHT OF THE CONCAVE BLOCK NEED
TO BE CALCULATED SO THAT THE FORCE OF THE
WAVES IS IMMEDATELY DIVERTED BACK TO SEA.
y IT WOULD NOT BE DIFFICULT TO DO SUCH
CALCULATIONS.
CALCULATIONS
CONCAVE SUB-BLOCKS FOR
EASY CONSTRUCTION
DEPLOYMENT AND DISMENTLE
y VARIABLE HEIGHT OF CONCAVE SUB
SUB‐BLOCKS
BLOCKS
SIDE VIEW OF CONCAVE BLOCK
THE HEIGHT OF EACH SUBBLOCK CAN BE CHANGED AS
PER SEA TIDE HEIGHTS
y WITH THE HEIGHT OF EACH VARIATING WAVE
SHALL HAVE TO BE PRE‐CALCULATED AND THE
SUB‐BLOCKS PLACED Q
QUICKLY SO AS TO FACE
STRONGLY EACH WAVE AND TO DIVERT THE
FORCE OF IT BACK INTO THE SEA.
y EACH
SUB‐BLOCKS
ARE
EASY
TO
BE
CONSTRUCTED, STOCKED, DEPLOYED AND
DISMANTLED.
DISMANTLED
SUB-BLOCKS NEED AS TOUGH
AND LINKED AS METRO OVER
HEAD TRACK BLOCKS
y THE SUB
SUB‐BLOCKS
BLOCKS TO BE TUFF HARD AND LINKED
THE BASE TO STRETCH ALONG LAND ON RAILS TO BEAR SEA WAVES WITH
NO SEEPAGES.
yEND OF THIS SESSION.