$17.54 + 49¢ + $15

Answer 1

8.9 ft). In the few sections with a rectangular profile, the width is usually 43 metres (141 ft) (i.e., the mean between top and bottom widths). The length of the canal is 171 kilometres (106 mi); the summit elevation (between the Hilpoltstein and Bachhausen locks) is 406 metres (1,332 ft) above sea level. This is the highest point on Earth that is currently reached by commercial watercraft from the sea.The height difference along the north ramp of the canal—from the Main at Bamberg to the crest elevation—is 175 metres (574 ft), with 11 locks. From the crest elevation down to the Altmühl at Dietfurt is a drop of 51 metres (167 ft) through three locks. The further difference in elevation of 17 metres (56 ft) along the Altmühl, with two more locks, makes a total of 68 metres (223 ft) for the south ramp. This means that the Danube end of the canal is 107.3 metres (352 ft) above the level of the Main end. Along the course of the canal there are 16 locks with lifting heights of up to 25 metres (82 ft). The 16 locks are managed from four remote control centres (Neuses since 2007, Kriegenbrunn, Hilpoltstein, and Dietfurt from the beginning of 2007). These centres are manned with one worker on the night shift, and two on the day shift. The locks were modernized from 2001 to 2007, replacing the outdated relay technology with computers and a PLC. The cost was approximately $1.3 million per lock. The summit water level is maintained by pumping water from the canal stretches below; and some water is drained into the summit level from local natural sources. Thirteen locks are designed to conserve water, which they do by piping first the top third, and then the middle third of the lock water into side tanks during the down cycle. On the up cycle, these tanks replenish first the bottom third and then the middle third of the lock volume. The remaining top third is supplied by water from the upper level of the canal. There were different forecasts of freight transport volumes, from which benefit–cost ratio could be derived. In 1981, a Federal Minister for Transport cost–benefit account assumed an estimated traffic volume of only 2.7 million tonnes per year for the Main-Danube Canal, and a benefit–cost ratio of 0.52:1