In recent days, a number of people have been injured after being pushed off the sidewalks due to overcrowding. City Hall is interested in figuring out how much pedestrian traffic its sidewalks receive every day. The results of this study will be used to determine whether the city needs to fund more sidewalks. The city has surveyed various buildings in several blocks to determine the traffic patterns they generate. Your job is to take this survey data and convert it into sidewalk utilization information.
Your program will read in the size of the map and a map of several city blocks. Buildings, streets, and building entrance/exits will be marked on the map. You will also be given a list of pedestrian load between several pairs of exits and entrances. Your program will determine the paths used by pedestrians between each source and destination, add up the total pedestrian load from all paths using each street, and output a table of the total pedestrian load on each square.
Notes:
Line 1: X Y
X is the number of columns in the map, Y is the number of rows. Each is a positive integer less than 20.
Line 2-(Y+1):
Each line contains exactly X symbols indicating the contents of that square on the map. The symbols are:
X: building, non-entrance/exit
.: (period) street
{A-O}: letter indicating exit/entrance. Each letter may occur at most once.
Lines (Y+2)-?:
Each line indicates a pedestrian route and specifies a source, destination, and pedestrian load. Source and destination will each be a letter {A-O} with no spaces in between. The load factor will be a nonnegative integer, separated from the destination by whitespace. Source and destination will never be equal. At most 25 routes will be given. There will be a valid path in the map for each requested route.
The file will terminate with the line:
XX 0
The output consists of Y lines, each with X space-separated fields indicating the load factor. Each load factor is printed to two decimal places with 4 spaces for integer digits (C 7.2 format).
4 4 .... A.X. XXX. B... AB 2 BA 1 XX 0
1.50 3.00 3.00 3.00 0.00 1.50 0.00 3.00 0.00 0.00 0.00 3.00 0.00 3.00 3.00 3.00