I. ENGINEERING AND MECHANICS.—Bridge over the Blaauw Krantz Ravine, Cape Colony.—2 engravings.
Torpedo Ships.
The Gas Engine.—By
Dugald Clerk.—Combustion engines.—First
cylinder and piston
engine.—Watt’s experiments.—First
gas
engine.—Principles
of the gas engine.
Rapid Construction of
the Canadian Pacific Railway.—By E.T.
Abbott.
The Osgood Mammoth Excavator.—3 figures.
Capstan Navigation on the Volga.—4 figures.
Steamboat Equipment
of War Vessels.—With engraving of winch
for raising and lowering
torpedo boats.
Improved Steam Trap.—1 engraving.
II. TECHNOLOGY.—Critical Methods of Detecting Errors in Plane Surfaces.—By JOHN A. BRASHEAR.—11 figures.
Photometric Standards.—9 figures.
Bleaching or Dyeing Yarns and Goods in Vacuo.—1 figure.
On the Moulding of Porcelain.—By
Chas. Lauth.—Moulding by
pressure of the air.—Moulding
by vacuum.—Drying the moulded
pieces.—2
figures.
Photo-Tricycle Apparatus.—1 figure.
A Photo Printing Light.—1 figure.
A New Actinometer.
Astronomical Photography.
Electricity as a Preventive of Scale in Boilers.
III. DECORATIVE ART.—Alphabet designed by Godfrey Sykes.—An engraving.
Old Wrought Iron Gate.—An engraving.
IV. Geology.—The Organization and
Plan of the United States
Geological Survey.—By
J.W. Powell.—A topographic map
of the United States.—Paleontology.—Chemistry.—Physical
researches.—Statist
ics.—Library.—Publications.—General
geology.—Economic
geology.—Relation of the general survey
to the State survey.
V. BOTANY, ETC.—The Sunflowers.—Annuals, perennials, etc.—11 engravings.
Lye’s Fuchsias.—1 engraving.
VI. HYGIENE, ETC.—Brief Sanitary Matters in Connection with Isolated Country Houses.—By E.W. BOWDITCH.
Sanitary Cooking.—By V.L. Oppenheimer.
Time required to digest Different Foods.
* * * * *
THE BLAAUW KRANTZ VIADUCT IN CAPE COLONY.
This viaduct is built over a rocky ravine on the railway from Port Alfred to Grahamstown, at a height of about 200 ft. from the bottom. Its length is 480 ft. 6 in., and the width of the platform is 15 ft., the gauge of the railway being 3 ft. 6 in. The central span of the viaduct is an arch of 220 ft. span between abutments, and about 90 ft. height; the remainder of the space on each side is divided into two spans by an iron pier at a distance of 68 ft. from the retaining wall. These piers are 36 ft. 2 in. high, and carry girders 144 ft. long, balanced each on a pivot in the center. One end of these girders is secured to the retaining walls by means of horizontal and vertical anchorages, while the other end rests in a sliding bearing on the top flange of the arch.