US165371A - Improvement in the construction of dams - Google Patents

Improvement in the construction of dams Download PDF

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Publication number
US165371A
US165371A US165371DA US165371A US 165371 A US165371 A US 165371A US 165371D A US165371D A US 165371DA US 165371 A US165371 A US 165371A
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dams
construction
improvement
embankment
masonry
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/10Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like

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  • My invention relates to an improved method and material for the construction ot' dams such as are employed for forming reservoirs of Water in the courses of rapid-running streams; and it consists in so shaping the embankment that it shall be curved or arched against the force or pressure of the stream, and in the combination, in said embankment, of earth, masonry, or rubble, and iron plates, which are properly riveted and secured over and above the embankment proper. 4
  • Figure l is a plan or top view, showing part ofthe plates removed from the masonry.
  • Fig. 2 is a transverse vertical section, showing the manner of tying and the conduits for seepage water.
  • Fig. 3 is a section, showing a form of construction.
  • my dam I first form a solid abutment within each of the banks of the stream, and against Fig. l.
  • D is the supply-pipe from the interior of the reservoir
  • E is the Waste oroverlow sluice.
  • Within the body of the dam I make vertical passages or shafts F, which extend down to the waste and supply pipes D, in which suitable gates are made to operate in order to shut off or admit the passage of water through thepipes.
  • a dam adapted for use in rapid rivers or streams wherein a body composed of masonry tied together by iron rods and iilled with rubble, earth, or other suitable material, and having an exteriorslopin g backward and curved up stream, is wholly covered by iron plates, substantially as described and shown.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Description

w. SCHMOLZ'.
Construction -of Dams.
Patented July 6,1875.
UNITED STATES PATENT OFFICE.
WILLIAM soHMoLz, oF sAN FRANoIsoo, oALIFoENIA.
IMPROVEMENT IN THE CONSTRUCTION OF DAMS.
Specification forming part of Letters Patent No. 165,371, dated VJuly 6, 1875; application led November 30, 1874.
\ San Francisco, in the county of San Francisco and State of California, have invented an Improved Method of Oonstructin g Dams for Reservoirs and Streams; and I do hereby declare that the following is a full, clear, and exact description of the same. reference being had to the accompanying drawings and to the letters marked thereon.
My invention relates to an improved method and material for the construction ot' dams such as are employed for forming reservoirs of Water in the courses of rapid-running streams; and it consists in so shaping the embankment that it shall be curved or arched against the force or pressure of the stream, and in the combination, in said embankment, of earth, masonry, or rubble, and iron plates, which are properly riveted and secured over and above the embankment proper. 4
Referring to the accompanying dra-wings for a more complete explanation of my invention, Figure l is a plan or top view, showing part ofthe plates removed from the masonry. Fig. 2 is a transverse vertical section, showing the manner of tying and the conduits for seepage water. Fig. 3 is a section, showing a form of construction.
ing my dam I first form a solid abutment within each of the banks of the stream, and against Fig. l. D is the supply-pipe from the interior of the reservoir, and E is the Waste oroverlow sluice. Within the body of the dam I make vertical passages or shafts F, which extend down to the waste and supply pipes D, in which suitable gates are made to operate in order to shut off or admit the passage of water through thepipes.
Having thus described my invention, what I claim as new, and desire to Vsecure by Letters Paten t, is
A dam adapted for use in rapid rivers or streams, wherein a body composed of masonry tied together by iron rods and iilled with rubble, earth, or other suitable material, and having an exteriorslopin g backward and curved up stream, is wholly covered by iron plates, substantially as described and shown.
In witness whereof I have hereunto set my hand and seal.
` WM. SCHMOLZ. [L s] Witnesses:
C. W. M. SMITH, PHILIP MAHLER.
US165371D Improvement in the construction of dams Expired - Lifetime US165371A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20160130776A1 (en) * 2009-10-09 2016-05-12 Webster Pierce, Jr. Wave suppressor and sediment collection system

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20160130776A1 (en) * 2009-10-09 2016-05-12 Webster Pierce, Jr. Wave suppressor and sediment collection system
US9885163B2 (en) * 2009-10-09 2018-02-06 Webster Pierce, Jr. Wave suppressor and sediment collection system
US10221534B2 (en) 2009-10-09 2019-03-05 Webster Pierce, Jr. Wave suppressor and sediment collection system
US10669684B2 (en) 2009-10-09 2020-06-02 Webster Pierce, Jr. Wave suppressor and sediment collection system

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