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water supply wells, 5-7 Hydrologic data, 6-5b
Index-1
*TM 5-813-1/AFM-88-10, Vol. 1
Incrustation (well screens), 5-8a structural considerations, 8-1c
Industrial water types and applications, 8-1a
effect on system capacity, 3-2, 3-4 ventilation, 8-1d
requirements, 2-3, 3-4 Pumping level (dynamic water level), 5-5a
Intakes Pumps (ground water)
capacity, 7-2 control, 8-4
clogging by sand or silt, 7-2 emergency power, 8-2, 8-3
flood hazards, 7-2 reciprocating, 8-2
ice problems, 7-1, 7-3 rotary, 8-2
inlet cribs, 7-1 selection factors, 8-2
inlet velocities, 7-3 sizing, 5-6j
location, 6-5d, 73, 7-4 submersible turbine, 1-3b(3), 8-2
low water depth, 7-2, 7-4 vertical line shaft turbine, 1-3b(2), 8-2
multiple-inlet towers, 7-1 Pumps (surface water)
natural lakes, 7-1 centrifugal, 8-1a
permits for construction, 7-1 control, 8-4
reliability, 7-2, 7-4 emergency power, 8-1e, 8-3
reservoirs, 7-1 protection, 8-1b
screens, 7-1 reliability, 8-1e, 8-3
size, 7-3 sizing, 8-1e
streams, 7-1, 7-2, 7-3, 7-4 Purchase of water, 4-1, 4-3
Irrigation Radioactivity (drinking water standard), 4-5d,
backflow prevention, 2-3a 5-4b
effect on system capacity, 3-2, 3-4 Radius of influence of well, 5-5a, 5-6i(1)
planted and grassed areas, 2-3 Required daily demand, 1-3a(12)
with treated wastewater, 2-3b, 2-3c, 2-7 Reservoirs (raw water)
Landfills, 8-1b geological considerations, 6-5i
Lead (drinking water standard), Table 5-2 location, 6-5g
Life cycle cost analyses recreational use, 64
pumping equipment selection, 8-2 water quality control, 6-4
water supply alternatives, 4-1 Rock wells, 5-6
Materials (selection of), 9-2 Saline water conversion, 4-5c
Mercury (drinking water standard), Table 5-2 Sampling
Municipal water systems (purchase of water), general, 4-5e
4-3 ground water, 5-4b
National Interim Primary Drinking Water Sand-gravel wells, 5-6
Standards, 4-4d Sand pumping, 5-6d
Nitrate-Nitrogen, Table 5-2 Sanitary survey
Nitrite-Nitrogen, Table 5-2 for evaluation of surface water supplies, 6-
Peak domestic demand, 1-3a(13) 5c, 7-4
Permeability, 5-5a, 5-6i(2) for location of wells, 5-4a
Pesticides (drinking water standard), Table 5- Screens
2 bar, 8-1b
Pollution of existing source of supply, 4-6s cleaning of, 8-1b
Population disposal of screenings, 8-1b
design, 1-3a(11), 3-2, 3-3 ground water (see Well screens)
effective, 1-3a(9), 1-3a(10), 1-3a(11), 3-2, size of openings, 8-1b
3-5 surface water, 7-1, 8-lb
Pumping facilities (surface water) traveling, 8-lb
arrangement, 8-1a Sealing (water supply wells)
combined with intake, 7-1, 8-1a abandoned wells, 5-9
control, 8-4 purpose, 5-6f
depth of structure, 8-1a Seepage pit (minimum distance from well), Ta-
design, 9-1 ble 5-1
location, 8-1a Selenium (drinking water standard), Table 5-2
screens, 8-1b
Index-2
*TM 5-813-1/AFM-88-10, Vol. 1
Septic tanks Water level
location by sanitary survey, 5-4a(2) dynamic, 5-5a
minimum distances from wells, Table 5-1 static, 5-5a
Service line, 1-3a(8) Water quality
Sewers chloride, 4-5c
location by sanitary survey, 5-4a(2) data, 4-5e
minimum distance from wells, Table 5-1 EPA drinking water standards, 4-5d, 5-4b
Sieve analysis, 5-6e(1) ground water, 5-4
Silver (drinking water standard), Table 5-2 hardness, 4-5a
Sludge disposal (water treatment), 6-5m raw water guidelines, 4-5
Softening sampling, 4-5e, 5-4b
general, 4-5a sulfate, 4-5c
ground water, 5-4c surface waters, 6-3, 6-5e
Specific capacity total dissolved solids (TDS), 4-5b, 6-3
definition, 1-3b(1) Water requirements
Sprinkler systems (irrigation), 2-3 domestic, 2-1
Static water level, 5-5a fire-flow, 2-2
Storage (distribution) industrial, 2-1
capacity, 3-2, 4-3 irrigation, 2-3
design, 9-1 Water reuse
evaluation, 4-6j industrial, 2-3
Sulfate irrigation, 2-3
criteria, 4-5c Water rights
surface waters, 6-3 existing sources, 4-6
Supply line ground water supplies, 5-1, 5-10
capacity, 3-2 prior appropriation, 6-2
definition, 1-3a(3) riparian, 6-2
design, 9-1 Water works
location, 6-5j capacity, 3-2
Supply works definition, 1-3a(1)
capacity, 3-2 expansion, 3-5
definition, 1-3a(2) Wells
design, 9-1 abandoned (see Abandoned wells)
expansion, 3-5 accessibility, 5-6g
location, 9-1 alluvial, 7-2
Surgeon General, 5-4b artesian (see Artesian wells)
Television inspection, 5-8c capacity, 5-1a
Total dissolved solids (TDS) casing, 5-6c, 5-6h(3)
criteria, 4-5b cleaning, 5-7
Total dynamic head, 5-6j collector-type, Table 5-1, Figure 5-3
Treatment works construction, 5-3, 5-6
capacity, 3-2 depth, 5-6b
definition, 1-3a(4) design, 5-6, 5-10
design, 9-1 development, 5-7a
existing supplies, 4-6i diameter, 5-6a
location, 6-5j disinfection, 5-7b
Uniformity coefficient, 5-6b distance from pollution sources, 5-4a
Waste disposal ponds (as sources of ground water drilling methods, 5-3
pollution), 5-4 gravel pack (see Gravel pack)
Wastewater grouting (see Grouting)
disposal (location by sanitary survey), 5- interference, 5-6i(1)
4a(1) location 5-6i(2)
reuse, 2-3 rock wells (see Rock wells)
Water law sand-gravel wells (see Sand-gravel wells)
prior appropriation, 6-2 screen (see Well screens)
riparian, 6-2 sealing (see Sealing)
Index-3
*TM 5-813-1/AFM-88-10, Vol. 1
spacing, 5-6i diameter, 5-6d(3)
surface-slab, 5-6h(2) incrustation, 5-8a
testing, 5-5d, 5-5e installation, 5-6d(4)
waste disposal, 5-4a length, 5-6d(2)
yield, (see Well yield) purpose, 56d
Well house, 5-6h(4) Well yield
Well screens definition, 1-3b
aperture size, 5-6d(1) design for, 5-5b
cleaning, 5-8 maintenance, 5-8
corrosion, 5-8b quantities, 5-5b
design, 5-6
Index-4
*TM 5-813-1/AFM-88-10, Vol. 1
The proponent agency of this publication is the Office of the Chief of Engineers, United States Army. Users are
invited to send comments and suggested improvements on DA Form 2028 (Recommended Changes to
Publications and Blank Forms) direct to HQDA (DAEN-ECE-G), WASH, DC 20314-1000.
By Order of the Secretaries of the Army and the Air Force.
JOHN A. WICKHAM, JR.
General, United States Army
Official: Chief of Staff
R. L. DILWORTH
Brigadier General, United States Army
The Adjutant General
LARRY D. WELCH, General, USAF
Official: Chief of Staff
NORMAND G. LEZY, Colonel USAF
Director of Administration
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