Cubic-Foot Volume for Yellow-Poplar in the Hilly Coastal Plain of Alabama

1982 ◽  
Vol 6 (3) ◽  
pp. 167-171 ◽  
Author(s):  
Michael S. Golden ◽  
Steven A. Knowe ◽  
Charles L. Tuttle
Keyword(s):  
Coastal Plain ◽  
Ratio Model ◽  
Yellow Poplar ◽  
Southern Appalachian ◽  
Volume Equation ◽  
Volume Equations

Abstract Volume equations of the form V = b0 + b1 D²H were developed to estimate total volume inside and outside bark for yellow-poplar (Liriodendron tulipfera L.) in the hilly Coastal Plain of Alabama. Volumes predicted using the outside-bark equation were determined to be different from those predicted by the comparable volume equation developed for southern Appalachian yellow-poplar. A nonlinear ratio model was developed to estimate the volume to any specified top diameter.

Dimensionally compatible volume and taper equations

2001 ◽  
Vol 31 (5) ◽  
pp. 797-803 ◽  
Author(s):  
Mahadev Sharma ◽  
Richard G Oderwald
Keyword(s):  
North Carolina ◽  
Loblolly Pine ◽  
Coastal Plain ◽  
Pine Trees ◽  
Volume Equation ◽  
Pinus Taeda L ◽  
Taper Equation ◽  
Natural Stands ◽  
Taper Equations ◽  
Volume Equations

A dimensional analysis approach was applied to derive analytically consistent tree taper and volume equations. To achieve numerical consistency between the taper and volume equations, parameters of the taper and the volume equations were estimated simultaneously. Data from loblolly pine (Pinus taeda L.) trees grown in natural stands in the Coastal Plain of North Carolina and the Coastal Plain and Piedmont areas of Virginia were used to estimate the parameters. The dimensionally compatible volume equation is shown to be a better equation for estimation of the volume of loblolly pine trees grown in these sites and can be applied for the estimation of total volume. The taper equation accurately predicts tree diameters from butt to the tree tip. It can be used to predict the diameter at any specified height and to predict height to any top diameter limit.

Tree Volume and Taper Functions for Site-Prepared Plantations of Slash pine

1980 ◽  
Vol 4 (3) ◽  
pp. 139-142 ◽  
Author(s):  
G. H. Brister ◽  
J. L. Clutter ◽  
T. M. Skinner
Keyword(s):  
Coastal Plain ◽  
Pinus Elliottii ◽  
Slash Pine ◽  
Growth And Yield ◽  
Forest Industry ◽  
Yield Information ◽  
Lower Coastal Plain ◽  
Volume Equations

Abstract Forest industry in the lower coastal plain of Georgia and Florida is becoming increasingly dependent on harvests from site-prepared plantations. Sound planning for utilization of this plantation resource requires the availability of adequate growth and yield information. This paper presents total and merchantable tree volume equations for cubic foot volumes outside- and inside-bark and taper relationships derived from these equations. The equations are based on 677 trees sampled from 174 site-prepared slash pine (Pinus Elliottii Engelm.) plantations in the flatwoods of Georgia and Florida.

Simultaneous total and merchantable volume equations and a compatible taper function for loblolly pine

1987 ◽  
Vol 17 (1) ◽  
pp. 87-92 ◽  
Author(s):  
John P. McTague ◽  
Robert L. Bailey
Keyword(s):  
Loblolly Pine ◽  
Forest Products ◽  
Raw Material ◽  
Forest Products Industry ◽  
Santa Catarina ◽  
Breast Height ◽  
Taper Function ◽  
Volume Equation ◽  
Volume Equations ◽  
Special Case

Loblolly pine (Pinustaeda L.) is an important source of raw material for the forest products industry of Santa Catarina, Brazil. Data from 159 trees were used to develop a simultaneously estimated total and merchantable volume equation, which treats total volume as a special case of merchantable volume with Dm, the diameter limit, equal to zero. By imposing a restriction on the parameters of the total and merchantable volume equation, a compatible taper function was derived that predicts diameter at breast height when merchantable height equals 1.3 m. The taper function possesses an analytic point of inflection in the lower portion of the stem.

scholarly journals A general sectional volume equation for classical geometries of tree stem

2016 ◽  
Vol 16 (2) ◽  
pp. 89-94
Author(s):  
Gildardo Cruz de León
Keyword(s):  
Positive Integer ◽  
Classical Theory ◽  
Arithmetic Mean ◽  
Statistical Nature ◽  
Stem Form ◽  
Geometric Means ◽  
Volume Equation ◽  
Forest Measurement ◽  
Volume Equations ◽  
Tree Stem

This work refers to the classical theory of tree stem form. It shows the derivation of a general sectional volume equation for frustums of solids of revolution generated by the function y2 = pnxn where, pn is a positive constant, and n any positive integer. The cylinder case presents a singular situation because of its sectional volume equation cannot be defined for n = 0 as it is known for the generating function. However, that geometry is implicit as a trivial solution of the derived equation. The known sectional volume equations for frustums of paraboloid, conoid and neiloid are particular cases of that equation for n =1, 2, and 3, respectively. The general sectional volume equation has an unexpected statistical nature. It is given as an arithmetic mean of geometric means The classical theory of tree stem form continue being present in the forest measurement teaching and research. This work could contribute to improve the understanding on that theory. 

Basal Area and Diameter Distribution Models for Loblolly Pine Plantations with Hardwood Competition in the Piedmont and Upper Coastal Plain

1992 ◽  
Vol 16 (2) ◽  
pp. 93-98 ◽  
Author(s):  
Steven A. Knowe
Keyword(s):  
Pinus Taeda ◽  
Loblolly Pine ◽  
Coastal Plain ◽  
Basal Area ◽  
Simulation Models ◽  
Diameter Distribution ◽  
Distribution Models ◽  
Pinus Taeda L ◽  
The Impact ◽  
Volume Equations

Abstract Prediction equations were developed for basal area and percentiles of diameter distributions to account for the hardwood component in site-prepared, Piedmont and Upper Coastal Plain loblolly pine (Pinus taeda L.) plantations. Unlike existing stand-level simulation models that incorporate hardwood competition, the new equations resulted in constant total basal area regardless of the amount of hardwood competition and permitted the variance of the diameter distribution to increase with increasing proportion of hardwoods. The equations presented can be used with existing dominant height, survival, and volume equations as a tool for assessing the impact of hardwoods on loblolly pine yield. South. J. Appl. For. 16(2):93-98.

Stem Form Changes in Unthinned Slash and Loblolly Pine Stands Following Midrotation Fertilization

1988 ◽  
Vol 12 (2) ◽  
pp. 90-97 ◽  
Author(s):  
Steven B. Jack ◽  
Earl L. Stone ◽  
Benee F. Swindel
Keyword(s):  
Loblolly Pine ◽  
Pinus Elliottii ◽  
Slash Pine ◽  
Stem Analysis ◽  
Stem Form ◽  
Cross Sectional ◽  
Pine Stands ◽  
Volume Equation ◽  
Volume Equations ◽  
Fertilization Experiments

Abstract Trees from fertilization experiments in four slash pine (Pinus elliottii Engelm. var. elliottii) and two loblolly pine (P. taeda L.) stands were subjected to stem analysis. The stands were unthinned and were between 13 and 25 years old at time of treatment. Profiles of radial width and cross-sectional area were examined to determine whether fertilization changed stem form. Proportionally greater growth on the upper stems of fertilized trees in the years immediately after treatment led to underestimating response with conventional volume equations. After 5 or more years, however, form was little changed and a single volume equation was appropriate for both fertilized and unfertilized trees.² South. J. Appl. For. 12(2):90-97.

A Response Spectral Ratio Model to Account for Amplification and Attenuation Effects in the Atlantic and Gulf Coastal Plain

2021 ◽  
Author(s):  
Martin C. Chapman ◽  
Zhen Guo
Keyword(s):  
Coastal Plain ◽  
Reference Site ◽  
Spectral Ratio ◽  
Ratio Model ◽  
Eastern United States ◽  
Gulf Coastal Plain ◽  
Ground Motion Model ◽  
Linear Behavior ◽  
Psa Response ◽  
Lg Wave

ABSTRACT We used our previously published Lg-wave spectral ratio model to develop a model of pseudospectral acceleration (PSA) response ratios at sites in the Atlantic and Gulf Coastal Plain, relative to a reference site condition defined as the mean response for site locations outside the Coastal Plain. The model is strongly dependent on sediment thickness. The results of this study can be used to predict PSA response, for linear behavior, at sites in the Atlantic or Gulf Coastal Plain with a known thickness of Coastal Plain sediment, given a ground-motion model for reference site conditions outside the Coastal Plain region of the central and eastern United States.

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