Page 116 - Demo

%u062c%u0645%u064a%u0639 %u0627%u0644%u062d%u0642%u0648%u0642 %u0645%u062d%u0641%u0648%u0638%u0629 %u0640 %u0627%u0625%u0644%u0639%u062a%u062f%u0627%u0621 %u0639%u0649%u0644 %u062d%u0642 %u0627%u0645%u0644%u0624%u0644%u0641 %u0628%u0627%u0644%u0646%u0633%u062e %u0623%u0648 %u0627%u0644%u0637%u0628%u0627%u0639%u0629 %u064a%u0639%u0631%u0636 %u0641%u0627%u0639%u0644%u0647 %u0644%u0644%u0645%u0633%u0627%u0626%u0644%u0629 %u0627%u0644%u0642%u0627%u0646%u0648%u0646%u064a%u0629116- 114-Unloaded goods typeproductivity rate of work groups ton/hour)1(Average number of working groups)2(berth productivity ton/hour)3(Unloaded goods quantity)4(Ratio of goods to total traffic)5(Relative coefficient)6=5/3(foodstuffs1.0046 00.. 000011 010.0 0 4..0 flour1.16.6 6 01.10 60.0 0 41.0 rice1.0.30 0. .0400 16.0 0 40.0 sugar1.11.6 01.6 011041 004.6 0 46.4 animal feedConstruction Materials1.0360 06.0 064163 040.0 0 30.0 wood1.01.0 04.0 044063 000.6 0 46.6 iron1.0401 0.0 00646 .0.0 0 04.1 cement1..064 06 060.16 34.6 0 6.4 general cargo0.3046 %011 total* Ratio of goods to total cargo = Unloaded goods of each category %u00f7 Total unloaded goodsThe ratio of goods to flour = 146499 %u00f7 1009604 = 14.5Percentage of goods for rice = 605040 %u00f7 1009604 = 7The percentage of goods for sugar = 51261 %u00f7 1009604 = 15Percentage of goods for animal feed = 109429 %u00f7 1009604 = 10.8Percentage of goods for wood = 172983 %u00f7 1009604 = 17.1Ratio of goods for iron = 122673 %u00f7 1009604 = 12.1The ratio of goods to cement = 64728 %u00f7 1009604 = 6.4Ratio of goods for general cargo = 171507 %u00f7 1009604 = 17*Relative coefficient = ratio of goods to total cargo %u00f7 berth productivity ton/hourRelative coefficient for flour = 14.5 %u00f7 101.6 = 0.1427Relative coefficient for rice = 7 %u00f7 81.6 = 0.0857Relative coefficient for sugar = 15 %u00f7 97.6 = 0.1536Relative coefficient for animal feed = 10.8 %u00f7 112.8 = 0.0957Relative coefficient for wood = 17.1 %u00f7 124.4 = 0.1374Relative coefficient for iron = 12.1 %u00f7 114.8 = 0.1054Relative coefficient for cement = 6.4 %u00f7 51.6 = 0.1240