Water tupelo (Nyssa aquatica)
Family: Cornaceae
Common names: Bay poplar, Black gum, Bowl gum, Cotton gum, Gum, Gum cottonwood, Hazel pine, Hickory poplar, Olivetree, Pawpaw gum, Sourgum, Swamp black gum, Swamp poplar, Swamp tupelo, Swamp-gum, Tupelo, Tupelo gum, Water gum, Water tupelo
Distributed in: United States (North America)
Distribution overview: This species occurs in Alabama, Arkansas, Florida, Georgia, Louisiana, Missouri, Mississippi, North Carolina, Kentucky, Illinois, South Carolina, Tennessee, Texas, and Virginia. It prefers swamps and flood plains of streams. Because of its proximity, it is usually submerged under water for a few months during the winter and spring seasons. The species is often found in pure stands.
Common uses: Baskets, Beehives, Boat building: decking, Boxes and crates, Cabinetmaking, Chairs, Chests, Concealed parts (Furniture), Cooperages, Crossties, Decorative veneer, Desks, Dining-room furniture, Dowell pins, Dowells, Drawer sides, Factory flooring, Figured veneer, Fine furniture, Floor lamps, Flooring, Flooring: commercial heavy traffic, Flooring: industrial heavy traffic, Food containers, Furniture , Furniture components, Furniture squares or stock, Furniture, Handles: general, Hatracks, Kitchen cabinets, Light construction, Living-room suites, Millwork, Moldings, Office furniture, Pallets, Plywood corestock, Plywood, Pulp/Paper products, Pulpwood, Radio - stereo - TV cabinets, Railroad ties, Rustic furniture, Shade rollers, Stools, Sub-flooring, Tables , Toys, Turnery, Utility furniture, Vehicle parts, Veneer, Wardrobes
Environment profile: Abundant
May be rare at the periphery of its range
Tree size: Trunk diameter is 100-150 cm
Colors: the heart isYellow, Yellow to golden-yellow to orangeand the sapwoodWhitish, Yellow.The grain isStriped figure, the textureMedium
Natural durability: Resistant to termites, Susceptible to insect attack
Odor: No specific smell or taste
Kiln Schedules: UK=E US=T6D2/T3D1 Fr=5
Kiln Drying Rate: Naturally dries at a moderate speed
Drying Defects: Wet wood causes most defects., Wetwood may cause honeycomb, collapse and waterpockets
Ease of Drying: Stack timber carefully to minimize degrade
Tree Identification: Bole/stem form is straight
Comments: General finishing qualities are rated as good
Blunting Effect: Medium blunting effect on tools
Boring: Satisfactory (60+ pieces out of 100 will yield good to excellent results)
Cutting Resistance: Medium cutting resistance
Gluing: Very poor gluing properties
Mortising: Very Good to Excellent
Moulding: Very Good to Excellent
Movement in Service: Very Good to Excellent
Nailing: Pre-boring recommended, Very Good to Excellent
Planing: Very Good to Excellent
Resistance to Impregnation: Timber responds readily to preservative treatment
Response to hand tools: Moderate working qualities
Sanding: Poor sanding properties
Veneering qualities: Suitable for slicing, There is slight to moderate drying degrade and the potential for buckles and splits
Steam bending: Poor
Screwing: Possible if prebored
Number of screwed pieces free from complete splits = 63
; Turning: Very Good to Excellent Results
Painting: Very Good to Excellent; Polishing: Satisfactory; Staining: Very Good to Excellent; Varnishing: Very Good to Excellent;
- Numerical data Metric
- Numerical data English
- Strength properties
- References
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 |
 |
 |
Item |
Green |
Dry |
Metric |
Specific Gravity |
0,42 |
0,46 |
|
Density |
|
560 |
kg/m3 |
Bending Strength |
475 |
681 |
kg/cm2 |
Crushing Strength |
33 |
59 |
kg/cm2 |
Hardness |
|
390 |
kg |
Impact Strength |
73 |
58 |
cm |
Shearing Strength |
|
111 |
kg/cm2 |
Stiffness |
73 |
87 |
1000 kg/cm2 |
Tangential Shrinkage |
7 |
|
% |
Radial Shrinkage |
4 |
|
% |
Weight |
544 |
432 |
kg/m3 |
Maximum Load |
0,42 |
0,49 |
cm-kg/cm3 |
Toughness |
|
|
cm-kg |
Static Bending |
|
|
kg/cm2 |
|
 |  |  |  | Item | Green | Dry | English | Bending Strength | 6768 | 9692 | psi | Crushing Strength | 470 | 853 | psi | Density | | 35 | lbs/ft3 | Hardness | | 861 | lbs | Impact Strength | 29 | 23 | inches | Maximum Crushing Strength | 3456 | 5907 | psi | Shearing Strength | | 1591 | psi | Stiffness | 1044 | 1241 | 1000 psi | Work to Maximum Load | 6 | 7 | inch-lbs/in3 | Specific Gravity | 0.42 | 0.46 | | Weight | 34 | 27 | lbs/ft3 | Radial Shrinkage | 4 | | % | Tangential Shrinkage | 7 | | % | Volumetric Shrinkage | 12 | | % | |
Density (dry weight) = 31-37 lbs/cu. ft. Work to Maximum Load = very low Shearing strength (parallel to grain) = low Modulus of Elasticity (stiffness) = very low Max. crushing strength = medium Hardness (side grain) = soft Bending strength (MOR) = low Toughness-Hammer drop (Impact Strength) = low Shrinkage, Tangential = moderate Shrinkage, Radial = moderate Resists denting and marring Max. crushing strength = low Hardness = medium Hardness (side grain) = very soft Density (dry weight) = 53-60 lbs/cu. ft Compression strength (parallel to grain) = medium Bending strength (MOR) = medium
Boone, R.S., C.J. Kozlik, P.J. Bois and E.M. Wengert. 1988. Dry Kiln Schedules for Commercial Woods: Temperate and Tropical. United States Department of Agriculture, Forest Service, Forest Products Laboratory, General Technical Report FPL-GTR-57, Madison, Wisconsin.Brown, H.P. and Panshin, A.J.,1940,Commercial Timbers of the United States Their structure, identification,,properties and uses,McGraw-Hill, LondonClifford, N.,1957,Timber Identification for the Builder and Architect,Leonard Hill (Books) LTD. LondonFarmer, R.H.,1972,Handbook of Hardwoods,HMSOHMSO, 1981. Handbook of Hardwoods, 2nd Edition. Revised by R.H. Farmer. Department of the Environment, Building Research Establishment, Princes Risborough Laboratory, Princes Risborough, Aylesbury, BuckinghamshireHoward, A.L.,1948,A Manual of Timbers of the World.,Macmillan & Co. Ltd. London 3rd ed.I.U.F.R.O.,1973,Veneer Species of the World,Assembled at F.P.L. Madison on behalf of I.U.F.R.O. Working Party on,Slicing and Veneer CuttingLittle, E.L.1980.The Audubon Society Field Guide to North American Trees - Eastern Region.Published by Arthur A. Knopf, New York.Markwardt, L.J., Wilson, T.R.C.,1935,Strength and related properties of woods grown in the United States,U.S.A. Department of Agriculture Technical Bulletin,No.479Panshin, A.J. and C. deZeeuw. 1980. Textbook of Wood Technology, 4th Edition. McGraw-Hill Series in Forest Resources. McGraw-Hill Book Company, New York.Patterson, D.,1988,Commercial Timbers of the World, 5th Edition,Gower Technical PressRecord, S.J., Hess, R.W.,1943,Timbers of the New World,Yale University PressSaucier, J.R.,1982,American Woods - Tupelo,USDA, Forest Service American Woods FS-269T.D.A.,1942,Timber Leaflet No.62 Tupelo (Nyssa aquatica,TRADA Timber LeafletTimber Development Association Ltd.,1955,World Timbers (3 Vols.,Timber Development Association Ltd.Titmuss, F.H.,1965,Commercial Timbers of the World,Technical Press Ltd., London, 3rd editionU.S.D.A. Forest Service,1974,Wood Handbook,U.S.A. Department of Agriculture, Forest Service Handbook,72USDA. 1987. Wood Handbook:Wood as an Engineering Material. Agriculture Handbook No. 72. United States Department of Agriculture, Forest Service, Madison, Wisconsin.USDA. 1988. Dry Kiln Operators Manual, Preliminary Copy. Forest Service, Forest Products Laboratory, Madison, Wisconsin.
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