Canal/Ditch Seepage Loss Calculator

Estimates how much water an unlined delivery ditch or canal loses over a season to seepage and bank vegetation — the question a ditch rider or water-district manager asks when deciding whether lining a reach of canal would pay for itself.

Calculator

ft²/ft
ft³/ft²/d

Read this off Figure 5.8 (USDA-SCS, 1985) for your soil/lining type — e.g. roughly 1.4 ft³/ft²/d for a loam soil. This tool doesn't embed that figure since it's a graphical range, not a table, but typical unlined-canal rates run from under 0.5 (fine-textured, high-fines soils) to over 3 ft³/ft²/d (coarse, gravelly soils).

% of flow per mile

Typical range is 0.5-1.0% loss per mile for ditch-side vegetation.

days

About this calculator

Seepage loss depends on the wetted area of the channel (its length times the wetted perimeter of its cross-section) and a soil-dependent seepage rate. Vegetative loss is estimated separately as a percentage of the flow, per mile of channel.

Seepage loss = (wetted perimeter × length) × seepage rate × days

Vegetative loss = (% per mile) × Q × (length / 5280 ft) × days

This tool carries full precision through the flow-rate unit conversion (Q in cfs → ac-in/hr), rather than the textbook's convenient approximation of 1 cfs ≈ 1 ac-in/hr, so results may differ from the book by roughly 1%.

Textbook Example 5.6: A 1,320-ft unlined ditch, 2.5 ft²/ft wetted perimeter, loam soil (1.4 ft³/ft²/d), carrying 2.5 cfs for 180 d/yr, with 1% vegetative loss per mile: seepage loss ≈ 19 ac-ft, vegetative loss ≈ 2.3 ac-ft, total ≈ 21.3 ac-ft/yr. Click "Load textbook Example 5.6" above to see it worked through.