Engineering and Contracting . ottine Curve - 0. d - - = - d - - (1 - X ) - - d - - (1 - X ) - - , d - - (1 - X ) - - For plotting straight line . - d - 3 - X 10 = - , d - 3 - X 10 - Case l-B. Compulations for Curve Z. Fig. :—Jic ~ 5. tt ? 3. » - 3. L - = 0. C- —^— ?*? ^ X ! X 3 (-1^-) . . 5 7^ - y + X3 + 3 - 10. H ~ V«!67 - 30 - G - Ts- - For plotting Curve
Engineering and Contracting . ottine Curve - 0. d - - = - d - - (1 - X ) - - d - - (1 - X ) - - , d - - (1 - X ) - - For plotting straight line . - d - 3 - X 10 = - , d - 3 - X 10 - Case l-B. Compulations for Curve Z. Fig. :—Jic ~ 5. tt ? 3. » - 3. L - = 0. C- —^— ?*? ^ X ! X 3 (-1^-) . . 5 7^ - y + X3 + 3 - 10. H ~ V«!67 - 30 - G - Ts- - For plotting Curve -0, d - - - , d - - (I - X ) - - - - d - - (I - X ) - - - - , d - - (1 - ) - - - For plotting straight line , d-3 X 10 =- , d -3 X 10 - Cast 2-A. Compulations for Curve 3, Fit. :—6c-S. fc( - 3. fc - 3. L - , ;> - Slope of Surface of GroundFig. 3. ; - X 5 -I- 2 X X3-f 3 2 X -55. 3 (t -t- X3) • ~ K - 5.; -Vsj - 15 - 55 - 62 - lion of the line that averages the position ofthese stakes and is made up of a series oftangents and curves will not materially changethe amount of excavation and embankmentand will give a much neater and in generala shorter ditch. The tall stakes set at thestations aid greatly in establishing this final west by a ridge of highland. All ptincipaltopography is indicated on the map Fig- !• which are also shown the reclamation work^Thc^e embrace: 1 1 ) The prevention bv levees of ovcrflofrom South Fabius River, the MississippiRiver and North River. \pril 22, 1914. Engineering and C^ontracting 483 ? (2) The construction of main and lateral oxploration trench is inspected and measured llitchcs and tile drains and outlets for the hy the engineer, it and all other excavations !lrainagc of the flatlands wit
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Keywords: ., bookcentury1900, bookdecade1900, bookpublisherchicago, bookyear19
