<?xml version="1.0" encoding="UTF-8"?><!DOCTYPE article  PUBLIC "-//NLM//DTD Journal Publishing DTD v3.0 20080202//EN" "http://dtd.nlm.nih.gov/publishing/3.0/journalpublishing3.dtd"><article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" dtd-version="3.0" xml:lang="en" article-type="research article"><front><journal-meta><journal-id journal-id-type="publisher-id">AM</journal-id><journal-title-group><journal-title>Applied Mathematics</journal-title></journal-title-group><issn pub-type="epub">2152-7385</issn><publisher><publisher-name>Scientific Research Publishing</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.4236/am.2012.312266</article-id><article-id pub-id-type="publisher-id">AM-25589</article-id><article-categories><subj-group subj-group-type="heading"><subject>Articles</subject></subj-group><subj-group subj-group-type="Discipline-v2"><subject>Physics&amp;Mathematics</subject></subj-group></article-categories><title-group><article-title>
 
 
  Generalized Minimum Perpendicular Distance Square Method of Estimation
 
</article-title></title-group><contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>ezaul</surname><given-names>Karim</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref><xref ref-type="corresp" rid="cor1"><sup>*</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Morshed</surname><given-names>Alam</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>M.</surname><given-names>M. H. Chowdhury</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Forhad</surname><given-names>Hossain</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref></contrib></contrib-group><aff id="aff1"><addr-line>Department of Statistics, Jahangirnagar University, Savar, Bangladesh</addr-line></aff><author-notes><corresp id="cor1">* E-mail:<email>rezaul@juniv.edu(EK)</email>;</corresp></author-notes><pub-date pub-type="epub"><day>12</day><month>12</month><year>2012</year></pub-date><volume>03</volume><issue>12</issue><fpage>1945</fpage><lpage>1949</lpage><history><date date-type="received"><day>September</day>	<month>22,</month>	<year>2012</year></date><date date-type="rev-recd"><day>October</day>	<month>22,</month>	<year>2012</year>	</date><date date-type="accepted"><day>October</day>	<month>30,</month>	<year>2012</year></date></history><permissions><copyright-statement>&#169; Copyright  2014 by authors and Scientific Research Publishing Inc. </copyright-statement><copyright-year>2014</copyright-year><license><license-p>This work is licensed under the Creative Commons Attribution International License (CC BY). http://creativecommons.org/licenses/by/4.0/</license-p></license></permissions><abstract><p>
 
 
  In case of heteroscedasticity, a Generalized Minimum Perpendicular Distance Square (GMPDS) method has been suggested instead of traditionally used Generalized Least Square (GLS) method to fit a regression line, with an aim to get a better fitted regression line, so that the estimated line will be closest one to the observed points. Mathematical form of the estimator for the parameters has been presented. A logical argument behind the relationship between the slopes of the lines and has been placed.
 
</p></abstract><kwd-group><kwd>Heteroscedasticity; Ordinary Least Square Method; Minimum Perpendicular Distance Square Method; Generalized Least Square Method</kwd></kwd-group></article-meta></front><body><sec id="s1"><title>1. Introduction</title><p>Linear regression has a long history in its way of development from the very begging of eighteenth century till today. A lot of literatures are available in this area, these literatures involves the estimation of regression coefficients and constant by Ordinary Least Square (OLS) method i.e. by minimizing the sum of square of the vertical distances between the observed points and the assumed regression line, and estimate the regression coefficients traditionally known as OLS estimation procedure.</p><p>M. F. Hossain and G. Khalaf, (2009) showed that OLS method does not minimize actual distance from the observed point to the fitted regression line. They have suggested minimum perpendicular distance square (MPDS) Method estimation for simple linear regression in case of homoscedasticity which boils down the traditional OLS method. But regression disturbances whose variances are not constant across observations are heteroscedastic. Heteroscedasticity arises in numerous applications, in both cross-section and time-series data. For example, even after accounting for firm sizes, we expect to observe greater variation in the profits of large firms than in those of small ones. The variance of profits might also depend on product diversification, research and development expenditure, and industry characteristics and therefore might also vary across firms of similar sizes. When analyzing family spending patterns, we observe greater variation in expenditure on certain commodity groups among high-income families than low ones due to the greater discretion allowed by higher incomes [<xref ref-type="bibr" rid="scirp.25589-ref1">1</xref>]. MPDS method is not suitable for this type of heteroscedasticity situation because this method was established only for homoscedasticity cases.</p><p>In this paper we have considered minimum perpendicular distance square method in case of heteroscedasticity which we called Generalized Minimum Perpendicular Distance Square (GMPDS) method.</p></sec><sec id="s2"><title>2. Problems of Ordinary Least Square (OLS) and Generalized Least Square (GLS) Method</title><p>Suppose the simple linear regression model is</p><p><img src="16-7401129\dd5eafe6-f9df-4c4c-b557-d89c26961bcd.jpg" /></p><p>where the response variable <img src="16-7401129\836316e4-846f-4ade-a2c3-0aec1f479e1e.jpg" /> is related to the explanatory variable <img src="16-7401129\82faae8f-2e42-429d-8991-9bf752935df5.jpg" /> through the regression coefficient<img src="16-7401129\6bae9279-b67b-451e-be9c-5687d1de8805.jpg" />, constant intercept <img src="16-7401129\f7e98078-75ab-4514-abce-9eb7dc476c1b.jpg" /> and random disturbance term<img src="16-7401129\461dce6a-42f2-43b0-b88c-cb434ceaf552.jpg" />. We assume that the disturbance terms <img src="16-7401129\de5765f4-d026-4290-9bcd-a8d65be1632a.jpg" /> follow all assumptions of classical linear regression model.</p><p>The estimation procedure of regression coefficient by Ordinary Least Square (OLS) method and Generalized Least Square (GLS) method is actually minimizing the sum of square of the vertical distances <img src="16-7401129\c7cd42ab-3474-4f35-bf63-07aea68a3395.jpg" /> from the observed points to the assumed regression line.</p><p>The OLS estimators are:</p><p><img src="16-7401129\0e0f8879-aaa0-469a-ba76-656f7ef9ec15.jpg" /></p><p>and <img src="16-7401129\f889f50c-6f22-465e-ada6-6d22ffec05c2.jpg" /></p><p>The important assumption for applying OLS method is that the variance of each disturbance term<img src="16-7401129\8f8f974e-3920-4908-b0cf-62666f647daa.jpg" />, conditional on the chosen values of the explanatory variables, is some constant number (is called homoscedasticity assumption). If the data violet this homoscedasticity assumption that is the variance of each disturbance term <img src="16-7401129\e2f6cd2b-a032-46b0-a8d7-bc1304ed8b3f.jpg" /> conditional on the chosen values of the explanatory variables is random (say<img src="16-7401129\2f8904ba-e65c-40d5-9e9d-040722f62f75.jpg" />) then we can not apply OLS and in this case we apply GLS estimation procedure for estimating parameters [<xref ref-type="bibr" rid="scirp.25589-ref2">2</xref>].</p><p>The GLS estimators are:</p><p><img src="16-7401129\5da2a6bc-5ef4-417f-8b52-fa3a088c3e09.jpg" /></p><p>where,</p><p><img src="16-7401129\90e6ca1e-dda1-4f72-890b-4264a925c7ae.jpg" /></p><p>The problem of OLS and GLS estimation is that, actually they don’t minimize real distance from the observed point to the fitted regression line rather they minimize the vertical distance from the observe point to the fitted regression line. For this reason we have the well known theorem is</p><p><img src="16-7401129\897bb4fd-8565-40b5-90f0-54f6ed2fa19f.jpg" />.</p><p>where <img src="16-7401129\48477f9f-21e4-4bcc-995b-6a524734cd19.jpg" /> is the estimated regression coefficient of <img src="16-7401129\6e0b95be-ca91-482f-8264-ae73d5e7f2fc.jpg" /> on <img src="16-7401129\0e4d740e-a6c0-4ee7-802b-f9702ed19322.jpg" /> and <img src="16-7401129\733c4747-2ce6-46c0-8296-98ef2d672d02.jpg" /> is the estimated regression coefficient of <img src="16-7401129\e6352f28-07db-4a3f-b632-0338f658f666.jpg" /> on<img src="16-7401129\14bd2511-1983-42f7-9846-3618b14b4eaa.jpg" />. If OLS and GLS minimize real distance (error) then <img src="16-7401129\a100f3c9-483e-4a2c-a40a-c596088d5fe7.jpg" /> should be unity that is<img src="16-7401129\67b764bc-1a00-494f-ab20-f1fa9e9043eb.jpg" />. But in OLS and GLS methods, it only occurs if data are perfectly correlated, that is<img src="16-7401129\eca9015a-9043-4ec0-aafa-aff4aec23764.jpg" />. In real life problem this type of perfect correlation occurs in rare case.</p><p>The Minimum Perpendicular Distance Square Method suggested by Hossain and Khalaf (2009) produced the estimator which gives <img src="16-7401129\e83017b6-dab6-4fbe-886a-663683dd0eb5.jpg" /> for all cases and it indicates that the errors are really minimized and gives more accurate result than that of OLS [<xref ref-type="bibr" rid="scirp.25589-ref3">3</xref>].</p>Concept of Minimum Perpendicular Distance Square (MPDS) Estimation<p>The real distance of the assumed regression line <img src="16-7401129\a550e92a-7195-41ea-95ee-cc8c34532b70.jpg" /> from the points <img src="16-7401129\4aec3d49-0075-4f72-a908-e2e2b6e74310.jpg" /> are not the vertical distances or height of the point minus height of regression line i.e.<img src="16-7401129\a0823ff0-d3e8-4864-ad66-a04e9fcab327.jpg" />.</p><p>In fact the actual distances from the line <img src="16-7401129\3b7d0564-2e79-4e73-a310-1573b08e189e.jpg" /> to the points <img src="16-7401129\6ddf8b9d-9cc6-40f6-97e5-38c3ad550a23.jpg" /> are the perpendicular distances<img src="16-7401129\ea63f2f9-0210-456b-b8db-29d8aabe8ef7.jpg" />’s (as indicated in <xref ref-type="fig" rid="fig1">Figure 1</xref>). These perpendicular distances would also be positive and negative according to <img src="16-7401129\148cf4bc-e4f2-46bc-a6a2-b96f1bbf34f6.jpg" /> is above the line <img src="16-7401129\b516139f-5ddc-439b-bfca-e548c4c55933.jpg" /> or below the line<img src="16-7401129\0caa185e-a678-4abf-86b6-592429780db1.jpg" />. Also assuming that</p><p><img src="16-7401129\639e911d-b62f-4227-9e6f-0312e7321c07.jpg" />. Hence estimating <img src="16-7401129\d2777573-d688-4a67-9430-f333e027c4a2.jpg" /> and <img src="16-7401129\03130858-859f-4c70-9b77-141764b92bfc.jpg" /> by minimizing sum of the squares of these perpendicular distances will produce the closest fitted regression line from the points <img src="16-7401129\d952dc0a-94cc-44ff-888b-8c94d85baa2d.jpg" /> which may be used for more accurate prediction purposes.</p></sec><sec id="s3"><title>3. The Method of Generalized Minimum Perpendicular Distance Squares Method (GMPDSM)</title><p>Let us consider two-variable linear regression function is</p><p><img src="16-7401129\bd092422-333c-4e4f-a0f7-5b61c3ffd1dc.jpg" /></p><p>which for ease of algebraic simplification we write as</p><disp-formula id="scirp.25589-formula40854"><label>(1)</label><graphic position="anchor" xlink:href="16-7401129\1eaced33-bbed-49d3-8937-c05cee5950a5.jpg"  xlink:type="simple"/></disp-formula><p>where <img src="16-7401129\a77b1cf2-7b0c-4366-9adb-f62b0e2c158f.jpg" /> for each <img src="16-7401129\e1304e13-498b-4ac8-80c4-30a85f0f430a.jpg" /> and the response variable <img src="16-7401129\6511cb0b-e3a7-41fa-9808-f5b8fe291680.jpg" />is related to the explanatory variable <img src="16-7401129\42937bc7-fa26-444a-b501-0c68434b3dd6.jpg" /> through the regression coefficient<img src="16-7401129\b3d68fea-8552-464c-827c-5148f5a61ab5.jpg" />, constant intercept <img src="16-7401129\cc31ca42-894c-4141-8ed4-7e926441af91.jpg" /> and random disturbance term<img src="16-7401129\5e537093-5b73-4bea-b2dd-905a74270b66.jpg" />. We know that one of the important assumptions of the classical linear regression model is that the variance of each disturbance term<img src="16-7401129\393d8471-9e2c-47ce-a984-56922b3d66c3.jpg" />, conditional on the chosen values of the explanatory variables is some constant number equal to<img src="16-7401129\74374da4-4742-4cfe-b9e4-0660e9a05e8f.jpg" />. This is the assumption of homoscedasticity. Symbolically,</p><p>Now if the conditional variance of <img src="16-7401129\12a61ab7-6ebc-4441-a43f-c4a5f2dc9fe5.jpg" /> are not same for each of the<img src="16-7401129\b9e88e81-244d-4971-9b05-b0c76638019b.jpg" />. i.e., heteroscedasticity. Symbolically,</p><p><img src="16-7401129\89e706d8-2d02-44de-a1e4-832355d8bc10.jpg" /></p><p>and suppose the heteroscedastic variance <img src="16-7401129\d92094d8-1391-4222-bfe4-2f1c7e7f8bc5.jpg" /> are known. Then dividing (1) by <img src="16-7401129\b72e06b6-585e-4428-b043-5adc0f261774.jpg" /> both sides, we get</p><disp-formula id="scirp.25589-formula40855"><label>(2)</label><graphic position="anchor" xlink:href="16-7401129\bd62ac8c-c81f-44db-a8dc-c334ea5e525a.jpg"  xlink:type="simple"/></disp-formula><p>which for ease of exposition we write</p><disp-formula id="scirp.25589-formula40856"><label>(3)</label><graphic position="anchor" xlink:href="16-7401129\137cf223-ca8a-45c3-aae7-b8ceec096912.jpg"  xlink:type="simple"/></disp-formula><p>where the transformed variables are the original variables divided by (the known)<img src="16-7401129\4e392e5d-1099-4ab0-ada0-e4c08f5a62e2.jpg" />. We use the notation <img src="16-7401129\bab54b1b-ce0d-4db5-bf7a-7560a2d9179f.jpg" /> and<img src="16-7401129\c3fba6b4-ba3e-4232-a117-6bc691c149cd.jpg" />, the parameters of the transformed model, to distinguish them from the usual MPDS parameters <img src="16-7401129\2f249069-132f-4628-a4da-3a946894e2e3.jpg" /> and<img src="16-7401129\f77bf82a-79fa-4088-9f60-c0144e5c93d2.jpg" />. Now we see</p><p><img src="16-7401129\a94b05ce-2e1e-435d-8f83-2beddea99d58.jpg" /></p><p>which is a constant. That is, the variance of the transformed disturbance term <img src="16-7401129\1222855d-da15-4fd1-acfe-3a98b182c018.jpg" /> is now homoscedastic.</p><p>This procedure of transforming the original variables is done in such a way that the transformed variables satisfy the assumptions of the classical model. Now applying MPDS method to this transformed model to estimate parameter we call Generalized Minimum Perpendicular Distance Squares Method (GMPDSM). In short, GMPDS is MPDS on the transformed variables that satisfy the classical regression assumptions. The estimators thus obtained are knows as GMPDSM estimators.</p><sec id="s3_1"><title>3.1. Perpendicular Distance from the Points to the Line <img src="16-7401129\06765e9d-dc83-4e82-bc24-67bc559128f6.jpg" /></title><p>Let us consider two-variable linear regression function</p><p><img src="16-7401129\1e1bb5c2-44d8-4f76-93c6-264bdb61038b.jpg" /></p><p>Dividing both sides by <img src="16-7401129\ed058577-9c82-43ae-bae9-0d0a2ecfa220.jpg" /> we have</p><disp-formula id="scirp.25589-formula40857"><label>(4)</label><graphic position="anchor" xlink:href="16-7401129\aec0396a-f61c-44c1-9902-5043ca2858b7.jpg"  xlink:type="simple"/></disp-formula><p>or</p><p><img src="16-7401129\95a41dcf-ade1-48d7-b700-896a253d3890.jpg" /></p><p>For estimating <img src="16-7401129\dd4ff34d-ac5f-45e4-bcfc-d63bc59b8f4a.jpg" /> and <img src="16-7401129\688bd46b-1f9b-471c-8692-cd10029b74b9.jpg" /> we need to determine the perpendicular distance from the observed point <img src="16-7401129\e741a6db-a4f6-4d85-85d7-496d9f492177.jpg" /></p><p>to the line<img src="16-7401129\346ba9c0-90a7-4c3c-adf8-21a5f4fca5fc.jpg" />. The perpendicular distance <img src="16-7401129\c5965972-dc26-4fa6-b244-ee3bc98cc2f6.jpg" /> from the points <img src="16-7401129\7f5b2ebd-d80f-4535-8b0d-bb0003149b92.jpg" /> to the fitted line</p><p><img src="16-7401129\5d43475f-e8d7-48ba-8a94-32ca154bbaaa.jpg" />[4,5] is</p><p><img src="16-7401129\8807f74a-fd17-4a5d-93d5-ce4bd7327df7.jpg" /></p></sec><sec id="s3_2"><title>3.2. Parameter Estimation Based on GMPDS Method</title><p>To obtain the GMPDS estimators, we minimize sum of square of perpendicular distances <img src="16-7401129\9f289d2a-f55e-4431-bde8-7b01bc47dcbe.jpg" /> from the points <img src="16-7401129\8c306530-bf74-42d0-b09a-6b7d67200123.jpg" /> to the fitted line <img src="16-7401129\8916a71e-3ac8-4988-b381-650f97604ba6.jpg" /> following steps are taken.</p><p><img src="16-7401129\f8674a20-a8da-4dd6-a6b5-a4d1b3018348.jpg" /></p><p>that is,</p><disp-formula id="scirp.25589-formula40858"><label>(5)</label><graphic position="anchor" xlink:href="16-7401129\84b69f58-75e3-434a-a720-a0cefce41f6a.jpg"  xlink:type="simple"/></disp-formula><p>where weights</p><p><img src="16-7401129\59c9d819-b718-4eda-80bf-8001b77c5a29.jpg" /></p><p>that is, the weights are inversely proportional to the variance of <img src="16-7401129\098fd023-7106-4c4c-8781-5df7977adbc9.jpg" /> or <img src="16-7401129\ea2fd951-111e-4e16-b007-f86f18864e6a.jpg" /> conditional on the given<img src="16-7401129\716db055-b97b-4dc4-8c28-de9c984cd429.jpg" />, i.e.,</p><p><img src="16-7401129\1aafcc40-5f3f-43b0-a194-e8069f837bb1.jpg" />.</p><p>Differentiating (5) with respect to<img src="16-7401129\74eefd5c-d069-45a9-b2f2-814406750dda.jpg" />, then putting equal to zero and setting for <img src="16-7401129\357f0199-67c4-4157-876a-8292855b4b30.jpg" /> we get the normal equation</p><disp-formula id="scirp.25589-formula40859"><label>(6)</label><graphic position="anchor" xlink:href="16-7401129\afb42425-09a0-4bf5-9106-36141a7860e4.jpg"  xlink:type="simple"/></disp-formula><p>Again differentiating Equation (5) with respect to <img src="16-7401129\181182e4-6486-4475-acbb-1f36a237916b.jpg" /> and equating zero with<img src="16-7401129\3255180b-b8ef-465e-a1bc-7d507fb2f2fa.jpg" />, we get</p><disp-formula id="scirp.25589-formula40860"><label>(7)</label><graphic position="anchor" xlink:href="16-7401129\1036e147-6ff5-49b9-9aa6-617ec0067786.jpg"  xlink:type="simple"/></disp-formula><p>Using Equation (7) in Equation (6) we get</p><p><img src="16-7401129\d277959c-6c89-4d14-a9b0-f843d0733176.jpg" /></p><p>where</p><p><img src="16-7401129\449603f3-f10c-4ea2-b822-2260f6ff97fa.jpg" /></p><p>So the solution of the above equation is:</p><p><img src="16-7401129\14253dd2-749b-4896-8f82-3f62e20c6dca.jpg" /></p><p>Hence</p><p><img src="16-7401129\97b0a091-d65d-4a4d-8865-9ba60227acf2.jpg" /></p><p>Using this result in Equation (7) we can estimate<img src="16-7401129\7349eb76-1585-4db5-a393-45f9db5effd2.jpg" />. And hence</p><disp-formula id="scirp.25589-formula40861"><label>(8)</label><graphic position="anchor" xlink:href="16-7401129\9de68c2c-3aa3-459d-810d-d73224dd2b91.jpg"  xlink:type="simple"/></disp-formula><p>In this method we get two regression coefficients, it could be proved that the “+” solution i.e. <img src="16-7401129\3c60ebb2-0007-4064-92ef-207fb4b798cf.jpg" />gives minimum of (5) and hence we suggest the reader to use <img src="16-7401129\61d38edd-d76b-4233-aba5-113865234862.jpg" /> as the regression coefficient and accordingly the regression constant <img src="16-7401129\b255ffd0-7e88-4534-9fd8-6bb4ce472e74.jpg" /> could be estimated by using <img src="16-7401129\77a9a47a-3474-47fc-bce8-d6c762e6c10d.jpg" /> in Equation (8) to fit the regression line <img src="16-7401129\856bdf0e-c879-4a75-aeb6-85f2f2b893b2.jpg" /> on <img src="16-7401129\dc4fdde0-f757-4c6a-9411-0f128e99774a.jpg" /> i.e.<img src="16-7401129\be9ecd6f-9491-4989-83ea-5a3244a6bd22.jpg" />.</p></sec><sec id="s3_3"><title>3.3. Estimation of Regression Coefficient by Using GMPDS for the Model <img src="16-7401129\b262de69-efcb-4b90-a36a-7a529589207b.jpg" /></title><p>To estimate regression coefficient <img src="16-7401129\6063730c-d4dc-4165-b472-898688104cac.jpg" /> and regression constant <img src="16-7401129\720a1be3-46fb-4885-8733-f58f1d2d13d0.jpg" />by minimizing sum of squares of the error term<img src="16-7401129\ec3a3126-cba6-4d41-9348-07ea3428c355.jpg" />’s (assumed) the perpendicular distances from the fitted line <img src="16-7401129\97e42e22-8a54-44f6-b2cc-8a7e651924ad.jpg" /> to the points</p><p><img src="16-7401129\11c61461-0133-4a2e-aa3f-e1e2162f00a6.jpg" />; we do the similar steps as we do in Section 3.7.</p><p><img src="16-7401129\7c36327b-5ef3-460e-8c15-d727d20b3c2d.jpg" /></p><p>That is,</p><disp-formula id="scirp.25589-formula40862"><label>(9)</label><graphic position="anchor" xlink:href="16-7401129\c86e89ef-3a5e-4869-995c-ad5d4b67ceb2.jpg"  xlink:type="simple"/></disp-formula><p>Differentiating both sides with respect to <img src="16-7401129\2c1e82d0-515a-4bb9-930e-8be4689190f5.jpg" /> and <img src="16-7401129\e3f96879-98dd-4142-b3c8-3014b924f776.jpg" /> and putting equal to zero and setting for <img src="16-7401129\22c7bdfa-a9bf-4941-9868-316529ad9c5d.jpg" /> and<img src="16-7401129\1e89c453-7359-4cf6-b558-37801ea87e86.jpg" />, we get the following solutions:</p><p><img src="16-7401129\f81589a1-6bd9-4642-a9f5-8920ceea131f.jpg" /></p><p>Hence</p><p><img src="16-7401129\9353d4c3-06da-4ec6-8089-a9357499b46d.jpg" /></p><p>Here we also get two regression coefficients and for the same region as we have mentioned in Section 3.2, we will suggest the reader to use <img src="16-7401129\6771a84c-debd-4f7e-be7a-a79f435ef0bb.jpg" /> as regression coefficient and accordingly the estimation of <img src="16-7401129\0bc332bc-820f-411f-8088-f39f45bffc46.jpg" /> may be obtained to fit the regression line <img src="16-7401129\44083ae8-4dd8-4d86-aac7-d9aad38c8e07.jpg" />on<img src="16-7401129\bae85498-ab43-4e9b-b7e9-67a75b4597a2.jpg" />.</p></sec><sec id="s3_4"><title>3.4. Relationship between Regression Coefficients</title><p>If we consider the GMPDS method to estimate regression coefficients <img src="16-7401129\1a6c57dc-2782-4a81-a7de-fac27dc71f35.jpg" /> and <img src="16-7401129\fd17e088-92d8-41a3-8586-38e294957e26.jpg" />as we have indicated in Sections 3.2 and 3.3, by minimizing the error term <img src="16-7401129\89ebcad2-9231-4d8f-af91-91bdf06c3971.jpg" /> and <img src="16-7401129\502f35e7-f915-414e-b230-f17fbf8843f2.jpg" />respectively (the perpendicular distances from these lines to the observed points), we get</p><p><img src="16-7401129\d7972c7b-b5c4-479e-8391-9bf619fa0fdd.jpg" /></p><p>for the line <img src="16-7401129\6a72d098-6539-46b4-9a82-b4c4c0d051bf.jpg" /> and</p><p><img src="16-7401129\18614b5f-8551-4e76-8f4f-77b21a93bdbb.jpg" /></p><p>for the line <img src="16-7401129\24d97939-8af2-4c0d-a5b4-4743ad81bc4b.jpg" /> we see that <img src="16-7401129\9413917f-fa32-434e-bc2f-f973ea955a1c.jpg" /> is proportional to <img src="16-7401129\60cb7000-002b-4e76-9e67-98d3b052f9ea.jpg" /> i.e.</p><p><img src="16-7401129\5e3bf93c-3dd9-4215-905c-23deb019d06e.jpg" />which indicate that during estimating regression coefficient by using GMPDS method in case of heteroscedasticity, the error term is minimized. This is a new angle to advocate the advantage our suggested method (GMPDSM) to estimate regression coefficients in case of heteroscedasticity.</p></sec></sec><sec id="s4"><title>4. Concluding Remarks</title><p>The method of MPDS estimation actually minimize real distances from the observed points to the fitted regression line but OLS and GLS method fail to do that by using vertical distance from the observe points to the fitted regression line. But one of the crucial assumptions of MPDS method and also for traditional OLS method is that the variance of each disturbance terms remains some constant number<img src="16-7401129\6ed638d9-afb2-4c92-ad01-b3601ff09355.jpg" />. So we can not apply MPDS method when this assumption is violated. That is, in presence of heteroscedasticity OLS and MPDS is not suitable. In this paper our main focus is on minimum perpendicular deviations in case of heteroscedasticity, and we have shown in mathematically that GMPDS method gives an estimator that the error term is really minimized. Hence we propose GMPDS method in case of heteroscedasticity.</p></sec><sec id="s5"><title>REFERENCES</title></sec></body><back><ref-list><title>References</title><ref id="scirp.25589-ref1"><label>1</label><mixed-citation publication-type="other" xlink:type="simple">W. H. Greene, “Econometric Analysis,” 5th Edition, Pearson Education, Singapore, 2003,</mixed-citation></ref><ref id="scirp.25589-ref2"><label>2</label><mixed-citation publication-type="other" xlink:type="simple">D. Gujarati, “Basic Econometrics,” 4th Edition, McGraw-Hill, New York, 2003.</mixed-citation></ref><ref id="scirp.25589-ref3"><label>3</label><mixed-citation publication-type="other" xlink:type="simple">M. F. Hossain and G. 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