Hose Lay Section Count, Reach, and Charged Weight
How many sections a hose lay takes, how far it actually reaches, and what it weighs charged.
Example
You enter
- Map distance to the objective (ft) 600
- Slack allowance (0.20 = 20%) 0.2
- Section length (ft) 50
- Hose inside diameter (in) 2.5
- Dry weight per section (lb) 30
You get
- Padded lay length 720 ft
- Sections 15
- Actual reach 750 ft
- Total charged weight 2045 lb
Details, formula, and sources
The section count is a ceiling function on a padded distance and both halves matter. A lay never runs the straight-line distance: it goes around the building, up the stairs, and over the fence, and a 20% slack allowance is a conservative planning figure that a bad approach will exceed. Undercounting by one section at the end of a long lay is a break in the line at the worst possible moment, which is the whole reason a lay is counted before it is pulled rather than after. A 600 ft approach at 20% slack is 720 ft of hose, which is 15 fifty-foot sections where the map alone would have said 12 -- three sections of difference. The weight line is the one crews feel. Water is 8.34 lb per gallon and a 2.5 in line holds 0.255 gal per foot, so a 50 ft section carries about 106 lb of water on top of the hose itself, and a fifteen-section lay is over a ton of charged line on the ground: perfectly manageable while it is moving on flat ground, and immovable the moment it has to be advanced up a stairwell. That is the number behind every rule about advancing dry and charging at the door. A planning estimate; the actual approach, the department's SOPs, and the officer on the line govern.
lay_length_ft = map_distance_ft x (1 + slack_fraction); sections = ceil(lay_length_ft / section_length_ft); actual_reach_ft = sections x section_length_ft; gal_per_ft = pi x (hose_id_in/2)^2 x 12 / 231; charged_weight_lb = sections x (dry_weight + gal_per_ft x section_length x 8.34).
Hose lay section count as a ceiling function on the map distance padded by a slack allowance, with the charged weight from the hose's internal volume at 8.34 lb per gallon, by name. Public geometry. The actual approach, department SOPs, and the officer on the line govern.
The volume and count arithmetic is public geometry. The distance, slack allowance, section length, hose size, and dry weight are the department's own values.
Estimate. AHJ and licensed professional govern.
Field names used by the API: map_distance_ft, slack_fraction, section_length_ft, hose_id_in, dry_weight_per_section_lb, lay_length_ft, sections, actual_reach_ft, charged_weight_lb
- Slack allowance about 20% is a conservative planning figure; a bad approach exceeds itfireground practice
- Hose volume pi (d/2)^2 x 12 / 231 gallons per foot, at 8.34 lb per gallonpublic geometry
- Count before pulling one section short at the end of a long lay is a break in the line at the worst momentfireground practice