Download or read book The new formula for mean velocity of discharge of rivers and canals tr from articles in the Cultur Ing nieur by L D A Jackson written by Wilhelm R. Kutter and published by . This book was released on 1876 with total page 296 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book The New Formula for Mean Velocity of Discharge of Rivers and Canals Tr from Articles in the Cultur Ingenieur by L D A Jackson written by Wilhelm R Kutter and published by Palala Press. This book was released on 2016-05-17 with total page 164 pages. Available in PDF, EPUB and Kindle. Book excerpt: This work has been selected by scholars as being culturally important, and is part of the knowledge base of civilization as we know it. This work was reproduced from the original artifact, and remains as true to the original work as possible. Therefore, you will see the original copyright references, library stamps (as most of these works have been housed in our most important libraries around the world), and other notations in the work.This work is in the public domain in the United States of America, and possibly other nations. Within the United States, you may freely copy and distribute this work, as no entity (individual or corporate) has a copyright on the body of the work.As a reproduction of a historical artifact, this work may contain missing or blurred pages, poor pictures, errant marks, etc. Scholars believe, and we concur, that this work is important enough to be preserved, reproduced, and made generally available to the public. We appreciate your support of the preservation process, and thank you for being an important part of keeping this knowledge alive and relevant.
Download or read book The New Formula for Mean Velocity of Discharge of Rivers and Canals Tr from Articles in the Cultur Ing nieur by L D A Jackson written by Wilhelm R. Kutter and published by Rarebooksclub.com. This book was released on 2013-09 with total page 24 pages. Available in PDF, EPUB and Kindle. Book excerpt: This historic book may have numerous typos and missing text. Purchasers can usually download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1876 edition. Excerpt: ...on the Mississippi with that on the European rivers: the introduction of this sixth root also leads Mr. Hagen to the conclusion that the coefficient of Eytelwein, 50. 9 for metrical measures, gives velocities that are nearly three times too high. A conclusion that can only be correct in some cases. In making the trials necessary for determining the exponents most appropriate for the inclination, there is no objection to leaving the term V R m the formula unchanged as the resulting errors introduced are approximately the same, when the exponents of J are taken at either y and, or i and. The American results (see Hagens article) require an exponent of or J, those of the Netherlands require J, those of the Seine at Paris J or Ji, and those of the Rigoles, Ji. Hence the question arises whether it would not be more advisable to give the term E any other exponent instead of i, which could be suitably applied to both R and J in the velocity formula. In the article referred to the maximum and minimum values of R occurring in large rivers and small canals have very properly been taken into consideration, while however it is remarkable that the extreme values of J have been neglected, although the essential distinction between the American and the European formulae lies in the difference of the exponent assigned to the inclination. All the rivers as well as all the small canals compared in his article have low inclinations, in no case exceeding O'OOl: if rivers of high as well as those of low inclination had been included, as is absolutely essential in attempting to deduce a general formula, there is no doubt that some other exponent for J would have been adopted instead of . As also in addition to this the influence of the degree of...
Download or read book The New Formula for Mean Velocity of Discharge of Rivers and Canals Translated from Articles in The Cultur Ing nieur by Lowis D A Jackson written by Wilhelm Rudolf KUTTER and published by . This book was released on 1876 with total page 272 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book The New Formula for Mean Velocity of Discharge of Rivers and Canals written by Wilhelm R. Kutter and published by . This book was released on 1876 with total page 264 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book The New Formula for Mean Velocity of Discharge of Rivers and Canals written by Lowis D'Aguilar Jackson and published by Palala Press. This book was released on 2016-05-23 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: This work has been selected by scholars as being culturally important, and is part of the knowledge base of civilization as we know it. This work was reproduced from the original artifact, and remains as true to the original work as possible. Therefore, you will see the original copyright references, library stamps (as most of these works have been housed in our most important libraries around the world), and other notations in the work. This work is in the public domain in the United States of America, and possibly other nations. Within the United States, you may freely copy and distribute this work, as no entity (individual or corporate) has a copyright on the body of the work. As a reproduction of a historical artifact, this work may contain missing or blurred pages, poor pictures, errant marks, etc. Scholars believe, and we concur, that this work is important enough to be preserved, reproduced, and made generally available to the public. We appreciate your support of the preservation process, and thank you for being an important part of keeping this knowledge alive and relevant.
Download or read book The New Formula for Mean Velocity of Discharge of Rivers and Canals written by Wilhelm R. Kutter and published by . This book was released on 2009 with total page 270 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Rules for calculating the velocity and discharge of rivers and open canals Compiled by Lalla Kunhya Lall written by and published by . This book was released on 1858 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Rules for Calculating the Velocity and Discharge of Rivers and Open Canals written by Lālā Kanhaiyā Lāl and published by . This book was released on 1866 with total page 47 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Rules for Calculating the Velocity and Discharge of Rivers and Open Canals Second Edition written by Lálá KANHAIYÁ LÁL and published by . This book was released on 1866 with total page 47 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book River and Canal Engineering the Characteristics of Open Flowing Streams and the Principles and Methods to by Followed in Dealing with Them written by Edward Skelton Bellasis and published by Theclassics.Us. This book was released on 2013-09 with total page 68 pages. Available in PDF, EPUB and Kindle. Book excerpt: This historic book may have numerous typos and missing text. Purchasers can usually download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1913 edition. Excerpt: ...the stream is ill-defined, and the flow fitful, the rainfall figures may afford the only, or at least far the best, means of estimating the discharge. The rainfall to be considered in all these cases is the maximum likely to fall in a short period of time. The catchment areas dealt with are small, say 5 square miles or less. It must be assumed that the fall of rain extends to all parts of the catchment area, and that its duration is sufficient for the water from all parts of it to reach the site of the work. The different valleys or divisions of the catchment area should be considered separately, and regard must be had, not only to the area of each division, but to its length and declivity measured along the course of the stream which drains it. On these two factors depend the time taken by the rain water to reach the site of the work. The rate at which the rain water flows over the ground into rills or small subsidiary streams may be taken to be mile per hour in flat land, and 1 mile per hour on steep hill sides. The velocity of the current in the rills and larger streams is generally 2 to 4 miles per hour. It can, when necessary, be calculated roughly from the size and slope of the stream. To be on the safe side, the highest probable figure can be taken. The time taken by the water to flow from the furthest points of the catchment area to the site of the work having been arrived at as above, the next thing is to estimate the probable maximum intensity of the rainfall during that time over the whole catchment area. The only figures immediately available will be the mean annual rainfall, or perhaps the maximum fall in twenty-four hours, but it has been shown (chap. II., Art. 5) how the probable maximum fall over a shorter period...
