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Articles 38551 - 38580 of 39763

Full-Text Articles in Engineering

A New Type Of Seed Bed Cover For The Market Garden, R R. Bell, M. Hardie Jan 1961

A New Type Of Seed Bed Cover For The Market Garden, R R. Bell, M. Hardie

Journal of the Department of Agriculture, Western Australia, Series 4

ALL market gardeners use seed beds in their gardening programme. However, the basic design of seed beds and covers has not greatly altered over the years.

The availability of cheap good quality plastic materials has now shown the way to improvements in the design of this type of gardening equipment.


A Crush For Tuberculin Testing Of Cattle, A L. Ripper Jan 1961

A Crush For Tuberculin Testing Of Cattle, A L. Ripper

Journal of the Department of Agriculture, Western Australia, Series 4

ALWAYS a useful asset on any farm where livestock are kept, a strongly-constructed crush is essential where tuberculin testing makes it necessary to deal with dry stock, bulls and young animals that have not been previously handled.

The crush described in this article was specially designed for tuberculin testing, but will serve equally well for vaccinating, branding, de-horning or any operation where restraint is necessary.


Let's Look At Herringbone Dairies, R A. Bettenay, F. Fielder Jan 1961

Let's Look At Herringbone Dairies, R A. Bettenay, F. Fielder

Journal of the Department of Agriculture, Western Australia, Series 4

THE first of the modern type herringbone dairies in Western Australia was constructed by Mr. F. Tucker of Ruabon, in 1957.

Since then there has been strong interest in this system, and there are now at least six such sheds operating in the district between Ludlow and Augusta. Many more are being constructed.


A Study Of The Hood Inlet And Its Possible Use As An Overflow Structure For A Sanitary Lagoon, Richard Irwin Boe Jan 1961

A Study Of The Hood Inlet And Its Possible Use As An Overflow Structure For A Sanitary Lagoon, Richard Irwin Boe

Masters Theses

"A closed conduit, such as an overflow pipe for a conservation pond or a sanitary lagoon, will not flow full if laid on a slope that is hydraulically steep unless the pipe entrance receives special attention. A steep conduit slope is necessary to insure that the pipe entrance controls flow.

The recently introduced hood inlet will permit the closed conduit to flow full, even if on a hydraulically steep slope, upon a slight submergence of the inlet crown. The hood inlet is formed by cutting the pipe at an angle so that the crown of the inlet projects beyond the …


Discussion Of The Kentucky Criteria For Design Of Flexible Pavement Thicknesses, Kentucky Highway Materials Research Laboratory Jan 1961

Discussion Of The Kentucky Criteria For Design Of Flexible Pavement Thicknesses, Kentucky Highway Materials Research Laboratory

Kentucky Transportation Center Research Report

The Kentucky Department of Highways, in 1946, sought a more systematic criteria and basis for designing the thickness of bituminous concrete pavements. The Research Division was authorized to pursue this work and to develop the criterion. These efforts were embodied in a report (1) to the Department, which offered a system of design based upon CBR's and EWL's. EWL's were computed originally for a 10-year period but this practice was revised in 1954 to encompass 20-year traffic (more realistic with respect to average road life). Then, in 1957, the Department requested a re-evaluation of the criteria from the standpoint of …


Model Analysis Of Spillway And Stilling Basin Of Porcupine Dam, Gordon H. Flammer, C. Earl Israelsen Jan 1961

Model Analysis Of Spillway And Stilling Basin Of Porcupine Dam, Gordon H. Flammer, C. Earl Israelsen

Reports

Introduction: The Engineering Experiment Station at Utah State University was engaged by the Utah Water and Power Board to make a model analysis of the spillway and stilling basin of the Porcupine Dam. This dam will be located on the East Fork of Litle Bear River, just east of Avon, Utah. It will be approximately 650 feet long and 160 feet high, composed of zones earth fill with rock rip-rap facing. The spillway will have a reinforced concrete inlet section and the remainder of the chute and stilling basin will be excavated out of the rock and leck unlined. The …


A Rational Approach To The Estimation Of Evaporation And Evapotranspiration From Climatological Data, Jerald Emmet Christiansen, B. B. Patil Jan 1961

A Rational Approach To The Estimation Of Evaporation And Evapotranspiration From Climatological Data, Jerald Emmet Christiansen, B. B. Patil

Reports

Many attempts have been made to derive mathematical expressions relating evaporation and evapotranspiration, or consumptive use, to climatological data. IN the United States, the Blaney-Criddle formula is probably the best known for estimating consumptive use (2 and 3). Blaney (1) has also suggested that this formula is suitable for estimating evaporation as measured with a Weather Bureau pan. Other well known formulas are the Penman formulas (10), the Thornthwaite formula (15) and the Hargreaves formulas (8). Halkias, Beihmeyer and Hendrickson (6) suggest that water requirements of crops can be determined from atmometer data. Lowry and Johnson (() in an early …


The Effect Of Phosphoric Acid On Compaction And Shear Characteristics Of Pure Kaolin Clay, Bhupat Hargovinddas Mehta Jan 1961

The Effect Of Phosphoric Acid On Compaction And Shear Characteristics Of Pure Kaolin Clay, Bhupat Hargovinddas Mehta

Masters Theses

"The work presented is the investigation of the effect of phosphoric acid on the compaction and shear characteristics of pure kaolin. Pure Georgia kaolin clay average particle size of five microns was mixed with different percentages of phosphoric acid. These mixtures were permitted to react for varying periods of time. The results of the study indicate a notable and gradual increase in dry density of the kaolin with increasing percentages of phosphoric acid admixture. The acid admixture ranges from one up to nine percent of the dry weight of the clay. Increase in cohesion of the clay with increase of …


Investigation Of Vertical Internal Spillways, Paul R. Munger Jan 1961

Investigation Of Vertical Internal Spillways, Paul R. Munger

Masters Theses

"This investigation resulted in the development of a means of predicting the discharge of water through an internal spillway type rockfill dam. From the data obtained during the various tests, equations were developed by which the coefficient of discharge for an internal spillway type rockfill dam can be determined when the core height, rock size and head causing flow are known. The equations give results with an error of less than 5%, which is adequate for engineering works"--Abstract, page 2.


Effect Of Deflections For A Flat Plate By Slope-Deflection-Gyration Method, William Hsin-Loo Ying Jan 1961

Effect Of Deflections For A Flat Plate By Slope-Deflection-Gyration Method, William Hsin-Loo Ying

Masters Theses

"Since the procedure for the theoretical solution of a rectangular flat plate or slab is complex, many approximate methods for determining the moments and deflections of such plate have recently been developed. One of these methods is the so called Slope-Deflection-Gyration Method which is performed by means of basically well-known structural theories - slope-deflection and torsion.

For a given plate, it is assumed that the plate is to be divided up into a grid of strips or equivalent beams at right angles to each other. The joints of this grid are assumed to be rigidly intersected and be permitted to …


The Effect Of The Ultraviolet Portion Of The Sun Spectrum On Chlorine Residuals In Water Supplies, Tumkur Mohmed Ameer Ahmed Jan 1961

The Effect Of The Ultraviolet Portion Of The Sun Spectrum On Chlorine Residuals In Water Supplies, Tumkur Mohmed Ameer Ahmed

Masters Theses

"The effect of sunlight on chlorine residuals in water supplies was investigated to provide original and basic information of value to the water purification field.

Three different water systems were employed: (a) The Simplified Water System, (b) The Ground Water System, and (c) The Surface Water System. The RS Sunlamp provided an appropriate source of ultraviolet radiation. A 10 mg/1 chlorine concentration was used. The pH values of 7 and 10 and the illumination intensities of 145 and 200 foot candles were employed. Iodometric determination of chlorine residuals was the main parameter used.

It was found that the chlorine residuals …


Deformations And Bending Moments For A Building Slab With A Central Opening, Wu Ping-Yung Jan 1961

Deformations And Bending Moments For A Building Slab With A Central Opening, Wu Ping-Yung

Masters Theses

"The adaptability of the classical slope-deflection method analysis to the analysis of uniformly loaded building slab is the subject of this study. The paper demonstrates the use of slope-deflection in computing deflections and bending moments in uniformly loaded square building slabs both with and without central square openings. The results obtained are compared with results of other methods found by other investigators.

Numerous methods have been proposed for use in solving plate or slab problems. The exact solution in the form of a fourth order partial differential equation has proved to be of value in relatively few cases where boundary …


Effect Of Lime & Cement Additives On The Dynamic Modulus Of Elasticity Of A Clay Soil, Ismail Yolar Jan 1961

Effect Of Lime & Cement Additives On The Dynamic Modulus Of Elasticity Of A Clay Soil, Ismail Yolar

Masters Theses

"This thesis is a study to determine the values and characteristics of modulus of elasticity and the modulus of rupture of a clay soil stabilized with lime and cement in an effort to pave the way for including these values in design criteria.

The modulus of elasticity and the Poisson's ratio were obtained by sonic method. Specimens were broken in flexure for modulus of rupture. Experiments were performed with; (1) untreated soil, (2) soil with 4, 6, and 12 percent cement additive, (3) soil with a 3 percent lime additive and 0, 4, 6, and 12 percent cement additive, (4) …


A Study Of The Energy Dissipation And The Related Pressures And Velocities Of Cylindrical Tank Type Stilling Basin, Graham Wayne Wood Jan 1961

A Study Of The Energy Dissipation And The Related Pressures And Velocities Of Cylindrical Tank Type Stilling Basin, Graham Wayne Wood

Masters Theses

"In all hydraulic structures that hold back water, whether for the purpose of power, irrigation or flood control, all must have some means of dissipating the energy that is produced by the movement of the water from the pond or reservoir to the tailrace. The method of dissipation depends largely on downstream conditions, terrain and economics. The dissipator is to prevent scour and the undermining of the dam itself. The construction of any type dissipator should be the best one available for the least cost of construction. However, space limitations may dictate another type of dissipator. It has been recommended …


Use Of Light-Weight Steel Strapping As External Reinforcing To Concrete Beams, John O. Buchanan Jan 1961

Use Of Light-Weight Steel Strapping As External Reinforcing To Concrete Beams, John O. Buchanan

Masters Theses

"As a result of some recent failures in reinforced concrete construction throughout the United States, a study was made by several national authorities to find some remedial measures of strengthening existing structures without rebuilding. A system was developed, using high strength steel bands applied externally to beams, to act as stirrups, which has been highly successful. It not only greatly increased the strength of beams already in place but was used to repair members which had already failed.

The application of these bands was made under very exact specifications, using closely controlled procedures, with many physical refinements, in order to …


The Effect On Speed Of Speed Limit Signs On Suburban Arterial Streets, Curt M. Elmberg, Harold L. Michael Jan 1961

The Effect On Speed Of Speed Limit Signs On Suburban Arterial Streets, Curt M. Elmberg, Harold L. Michael

JTRP Technical Reports

No abstract provided.


A Study Of The Effects Of Aggregate Factors On Pavement Friction, Jack E. Stephens, William Harner Goetz Jan 1961

A Study Of The Effects Of Aggregate Factors On Pavement Friction, Jack E. Stephens, William Harner Goetz

JTRP Technical Reports

No abstract provided.


Jhrp-Ishd Cooperative Study Using Kneading Compactor And Hveem Stabilometer, Noel G. Gaudette, William Harner Goetz Jan 1961

Jhrp-Ishd Cooperative Study Using Kneading Compactor And Hveem Stabilometer, Noel G. Gaudette, William Harner Goetz

JTRP Technical Reports

No abstract provided.


A Method Of Evaluating Grading On Concrete Aggregates, Sandor Popovics Jan 1961

A Method Of Evaluating Grading On Concrete Aggregates, Sandor Popovics

JTRP Technical Reports

No abstract provided.


Significance Of Layer Deflections In Evaluating Flexible Pavements, Richard David Walker Jan 1961

Significance Of Layer Deflections In Evaluating Flexible Pavements, Richard David Walker

JTRP Technical Reports

No abstract provided.


Use Of Acceleration-Deceleration Lanes : Technical Paper, Neddy Costandy Jouzy, Harold L. Michael Jan 1961

Use Of Acceleration-Deceleration Lanes : Technical Paper, Neddy Costandy Jouzy, Harold L. Michael

JTRP Technical Reports

No abstract provided.


An Analysis Of Traffic Accidents On County Roads : Informational Report, Donald F. Petty Jan 1961

An Analysis Of Traffic Accidents On County Roads : Informational Report, Donald F. Petty

JTRP Technical Reports

No abstract provided.


Classification Of Wisconsin Ground Moraine By Airphoto Interpretation, Wesley P. James Jan 1961

Classification Of Wisconsin Ground Moraine By Airphoto Interpretation, Wesley P. James

JTRP Technical Reports

No abstract provided.


Cooperative Soil Mapping Projects In Indiana : Technical Paper, Robert Douglas Miles, Walter T. Spencer Jan 1961

Cooperative Soil Mapping Projects In Indiana : Technical Paper, Robert Douglas Miles, Walter T. Spencer

JTRP Technical Reports

No abstract provided.


Some Concepts On The Use Of Deflection Measurements For Evaluating Flexible Pavements : Technical Report, Richard David Walker, Eldon J. Yoder Jan 1961

Some Concepts On The Use Of Deflection Measurements For Evaluating Flexible Pavements : Technical Report, Richard David Walker, Eldon J. Yoder

JTRP Technical Reports

The use of the methods and the devices (CTL and MRP) are extended to measure moisture content of soil for various other geotechnical purposes. Laboratory compaction mold and Shelby tubes serve as CCs where density are measured using conventional methods


A Study Of The Concrete Making Properties Of Idealite Lightweight Expanded Shale Aggregate, John J. Ahlskog Jan 1961

A Study Of The Concrete Making Properties Of Idealite Lightweight Expanded Shale Aggregate, John J. Ahlskog

Civil Engineering ETDs

Among the many commercially produced lightweight aggregates, Idealite seems to exhibit many desirable qualities. According to the available literature, the expanded shale group of lightweight aggregates are capable of producing concrete with excellent structural characteristics, and one researcher found that expanded shale aggregate produced in rotary kilns resulted in the lowest weight aggregates of the ten groups that he studied.1 While having low creep and shrinkage values, Idealite has been found to give strengths equal to or better than that of conventional sand and gravel concretes.

Idealite concretes are also reported to have excellent workability properties.^


Statistical Analysis Of Soil Variability, Delon Hampton Jan 1961

Statistical Analysis Of Soil Variability, Delon Hampton

JTRP Technical Reports

No abstract provided.


Studies Of Highway Impact In Indiana: Progress Report No. 3, A Study Of Partial Takings For A Portion Of Interstate 65, Joseph A. Fletcher Jan 1961

Studies Of Highway Impact In Indiana: Progress Report No. 3, A Study Of Partial Takings For A Portion Of Interstate 65, Joseph A. Fletcher

JTRP Technical Reports

No abstract provided.


The Effect On Speed And Accidents Of Improved Delineation At Three Hazardous Locations : Technical Paper, L. D. Powers, Harold L. Michael Jan 1961

The Effect On Speed And Accidents Of Improved Delineation At Three Hazardous Locations : Technical Paper, L. D. Powers, Harold L. Michael

JTRP Technical Reports

No abstract provided.


Program For Reclamation Of Surface Aquifer, C. E. Jacob Jan 1961

Program For Reclamation Of Surface Aquifer, C. E. Jacob

United States Army Corps of Engineers, Omaha District

This report is a final follow-up to a preliminary study done by the corps of engineers: preliminary study ground water contamination, RMA, 11 May 1960. Basic requirements for this study as outlined by the chemical corps included the following: 1. Plan for correction of contamination, 2. Determination of nature and extent of contamination, 3. Description and nature of phytotoxicants, 4. Determination of animal toxicity, and 5. Supplementary method of waste disposal. During the preparation of this report, chemical COPRS. Implied that the total responsibility for the combined efforts of all agencies involved in this work has been assigned to the …