Journal of the Boston Society of Civil Engineers, Bind 59Boston Society of Civil Engineers., 1972 |
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Side 33
... hour , then multiplying the speed and time together . The distance travelled in five hours may be weighted by the probability of that sequence of states occurring . The weighted distance travelled can be resolved into components in the ...
... hour , then multiplying the speed and time together . The distance travelled in five hours may be weighted by the probability of that sequence of states occurring . The weighted distance travelled can be resolved into components in the ...
Side 36
... HOURS- cm./ sec . S.W. INITIAL 33.5 6 HOURS METER 1 HOUR METER I HOUR- 6 HOURS- 3 HOURS- INITIAL STATE 33.5 cm./ sec . N.E. 1,000 2,000 METERS TABLE 4 6 Hour Dilution Characteristics for Flood Tide HOURS 36 BOSTON SOCIETY OF CIVIL ...
... HOURS- cm./ sec . S.W. INITIAL 33.5 6 HOURS METER 1 HOUR METER I HOUR- 6 HOURS- 3 HOURS- INITIAL STATE 33.5 cm./ sec . N.E. 1,000 2,000 METERS TABLE 4 6 Hour Dilution Characteristics for Flood Tide HOURS 36 BOSTON SOCIETY OF CIVIL ...
Side 51
... hour for any hour , the automobile must be abandoned as a possible solution . If the same route has to accommodate more than 15,000 people per hour the bus must be abandoned as a solution . In short above 15,000 passenger volume per ...
... hour for any hour , the automobile must be abandoned as a possible solution . If the same route has to accommodate more than 15,000 people per hour the bus must be abandoned as a solution . In short above 15,000 passenger volume per ...
Indhold
JANUARY | 1 |
Dispersion Estimates off Nobska Point Using | 28 |
Frank A Marston A Memorial | 40 |
Copyright | |
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