The Civil-engineer & Surveyor's ManualFergus printing Company, 1879 - 586 sider |
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Side
... correct rule , “ Rotation in office is true democracy , " was adhered to . In accordance with a previous engagement , made with Wm . Clogher , Esq . , many years City Surveyor of Chicago , I left Milwaukee with regret , and joined Mr ...
... correct rule , “ Rotation in office is true democracy , " was adhered to . In accordance with a previous engagement , made with Wm . Clogher , Esq . , many years City Surveyor of Chicago , I left Milwaukee with regret , and joined Mr ...
Side
... correct , .. 213 To reduce interior angles to quarter compass bearings ,. 204 214 How to take a traverse survey by the English Ordnance Survey method , . 2 : 6 De Burgh's method known in America as the Pennsylvanian , Table to change ...
... correct , .. 213 To reduce interior angles to quarter compass bearings ,. 204 214 How to take a traverse survey by the English Ordnance Survey method , . 2 : 6 De Burgh's method known in America as the Pennsylvanian , Table to change ...
Side 37
... correct judgment in disputed surveys . When in woodland , we mark trees near the line , blazing front , rear , and the side next the line , and cutting in the side next the line , a notch for every foot that the line is distant from the ...
... correct judgment in disputed surveys . When in woodland , we mark trees near the line , blazing front , rear , and the side next the line , and cutting in the side next the line , a notch for every foot that the line is distant from the ...
Side 40
... correctly taken . Also finding 262 to be the same as the bearing first taken by the needle , is another proof of the correctness of the work . - - 215. Having selected one of the sides as meridian , for example , a line that is the most ...
... correctly taken . Also finding 262 to be the same as the bearing first taken by the needle , is another proof of the correctness of the work . - - 215. Having selected one of the sides as meridian , for example , a line that is the most ...
Side 41
... correctly taken . 217. In traversing by the ordnance method where the survey is ex- tensive , it is necessary to run a check - line , or lines running through the survey , beginning at one station and closing on some opposite one . This ...
... correctly taken . 217. In traversing by the ordnance method where the survey is ex- tensive , it is necessary to run a check - line , or lines running through the survey , beginning at one station and closing on some opposite one . This ...
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The Civil-Engineer & Surveyor's Manual: Comprising Surveying, Engineering ... Michael Mcdermott Ingen forhåndsvisning tilgjengelig - 2017 |
The Civil-Engineer & Surveyor's Manual: Comprising Surveying, Engineering ... Michael McDermott Ingen forhåndsvisning tilgjengelig - 2015 |
Vanlige uttrykk og setninger
abscissa acid acres altitude alumina ammonia antimony aqua regia azimuth baryta base bearing boundary carbonate Centimetres centre chains chloride circle circumferentor clay color comp copper cubic feet DEGREES DEPARTURE depth dilute Disch'ge Hgt dist distance divided east equal Equation Example formula Frustrum given gives grains greatest azimuth hour angle hydraulic hydrochloric acid inches diameter insol iron land latitude latus rectum length lime limestone litres longitude magnesia marked meridian metres miles multiplied nitric acid oxide parallel perpendicular Polaris potash potassa prec precipitate quarter section corner radius right ascension river road sand segment side silica sine slopes soda soil soluble solution specific gravity square station stone survey surveyor Table tabular tangent Theodolite thick township triangle velocity
Populære avsnitt
Side 8 - ... one person being in fault will not dispense with another's using ordinary care for himself Two things must concur to support this action. An obstruction in the road by the fault of the defendant, and no want of ordinary care to avoid it on the part of the plaintiff.
Side 32 - In any plane triangle, the sum of any two sides is to their difference as the tangent of half the sum of the opposite angles is to the tangent of half their difference.
Side 11 - ... and shall plant all such intermediate posts or monuments as he may be required to plant, in the line so ascertained, having due respect to any allowance for a road or roads, common or commons, set out in such original survey...
Side 10 - ... post or limit; but if the same cannot be satisfactorily ascertained, then the surveyor shall measure the true distance between the nearest undisputed posts, limits or...
Side 2 - There is an equilibrium upon the wheel and axle when the power is to the weight as the radius of the axle to the radius of the wheel.
Side 34 - The velocity of a fluid issuing from an orifice in the bottom of a vessel kept constantly full, is equal to that which a heavy body would acquire in falling through a space equal to the depth of the orifice below the surface of the fluid...