cylindrical projection
simple conic projection
polyconic projection
rectangular projection
第1题：
On a mercator chart, 1 nautical mile is equal to ______.
A.1 minute of longitude
B.1 degree of longitude
C.1 minute of latitude
D.1 degree of latitude
第2题：
A Mercator chart is a ______.
A.cylindrical projection
B.simple conic projection
C.polyconic projection
D.rectangular projection
第3题：
To determine what causes the majority of quality problems in a process, a very useful tool is the:
A . cause and effect diagrams.
B . flow chart.
C . control chart.
D . pareto chart.
E . trend chart.
第4题：
A chart has extensive corrections to be made to it. When these are made and the chart is again printed，the chart issue is a ______.
A.first edition
B.new edition
C.revised edition
D.reprint
第5题：
The revision date of a chart is printed on which area of the chart?
A.Top center
B.Lower-left corner
C.Part of the chart title
D.Any clear area around the neat line
第6题：
A.chart 1的 additional info
B.chart 1的 event
C.chart 1的 change ms
D.chart 1的Information Elements
第7题：
Distance along a track line is measured on a Mercator chart by using the ______.
A.latitude scale near the middle of the track line
B.longitude scale near the middle of the track line
C.latitude scale at the midlatitude of the chart
D.latitude or longitude scale at the middle of the scale
第8题：
153 To determine what causes the majority of quality problems in a process, a very useful tool is the: A. cause and effect diagrams.
B. flow chart.
C. control chart.
D. pareto chart.
E. trend chart
第9题：
When navigating in high latitudes and using a chart based on a Lambert conformal projection，______.
A.a straight line drawn on the chart approximates a great circle
B.the chart should not be used outside of the standard parallels
C.the course angle is measured at the mid-longitude of the track line
D.distance cannot be measured directly from the chart
第10题：
For what purpose would using a Lambert conformal chart be more convenient than using a Mercator?
A.Plotting radio bearings over a long distance
B.Determining latitude and longitude of a fix
C.Measuring rhumb line distances
D.Measuring rhumb line directions