pdr
05-02-2013, 11:49 AM
I will have approximately 3500 taps on steep slope, fairly evenly distributed along 2500' of open-ended, 5-7% sloped mainline. I expect to average 25-35 taps on 3/16" laterals, each of which will have 150' to 300' elevation change. Table 6.4 (pg. 98) in the North American Maple Syrup Producers Manual suggests that a 1.5" mainline will handle only 1,200-2,000 taps. Will a combination of 500' of 3/4" into 1,000' of 1.25" into 1,000' of 2" be sufficient? How should I adapt the 3/16" lateral to the larger diameter mainline? Run some 3/4" parallel to the bigger mainline and "Y" it in? Reduce from 2" & 1.5" to 3/16" for each lateral?
Also, I noticed (pg. 107) in the Manual the author suggests a wet line size of 3/4" on a dual system for 1,000 taps, a 1" for 2000 taps, 1.25" 3500 taps, etc. I assume it means that the given line size is good for up to the given number of taps. Seems like a huge discrepancy between the that and table 6.4 - i.e., the latter suggests a 1.5" mainline can 1,200-2,000 taps vs. the 3,500 taps suggested on page 107.
Just don't want to spend more than I have to. Thanks for any insight.
Also, I noticed (pg. 107) in the Manual the author suggests a wet line size of 3/4" on a dual system for 1,000 taps, a 1" for 2000 taps, 1.25" 3500 taps, etc. I assume it means that the given line size is good for up to the given number of taps. Seems like a huge discrepancy between the that and table 6.4 - i.e., the latter suggests a 1.5" mainline can 1,200-2,000 taps vs. the 3,500 taps suggested on page 107.
Just don't want to spend more than I have to. Thanks for any insight.