Congressional edition Volume 4137 - 5 Angebote vergleichen

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This historic book may have numerous typos and missing text. Purchasers can download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1908 Excerpt: ... extended to "M," as the slopes are equal, 5 54 the discharge would vary as the areas, therefore in the ratio = 0.95, or the discharge at M would be 0.95 X that obtained at S. Comparing now the above discharges and slope Case I.--q = 0.97 X discharge at S. Slope = 1:29.4 Case II.--q = 0.95 X discharge at S Slope = 1:14.1 Discharges under the same pressure through unit area vary inversely 1 1 as the lengths. Thus, unit area I: unit area II:: 55-4 T411 or m 14.1 1.. 1 the ratio g-= 2QSi tha tne discharge per unit area of II is "5 85 2.08 times that of I. The areas of II and I vary as = 2.04. Then the discharge of II should be 2.04X2.08 = 4.24 that of I. The increased discharge of I may be due to two causes: One, the water stops on the bottom which affect the area in I in greater degree than in II; and the other, to the coarse material that was washed from the rear end of the tank and deposited in the front end just after the unstable material mentioned above was washed out, which would also have greater effect on I than on II. On this account it appears that it would have been better to have washed out all of the material at this time and started afresh with construction. If this had been done the slope line would undoubtedly have been nearer a regular curve slightly concave upward, and the probability is that the discharge in both I and II would have been reduced. A comparison of the outlines of the proposed dam and the model dam and reference to the slope of saturation shown in the model indicates that if the proposed dam were constructed by methods similar to those employed in model dam type I, but with a 3:1 slope on the downstream side extending to the base, the leakage would probably be proportional to that actually found in model type I.... Paperback, Label: RareBooksClub.com, RareBooksClub.com, Produktgruppe: Book, Publiziert: 2012-05-14, Studio: RareBooksClub.com.

Lieferung aus: Vereinigte Staaten von Amerika, Usually ships in 24 hours.
Von Händler/Antiquariat, Amazon.com.
This historic book may have numerous typos and missing text. Purchasers can download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1908 Excerpt: ... extended to "M," as the slopes are equal, 5 54 the discharge would vary as the areas, therefore in the ratio = 0.95, or the discharge at M would be 0.95 X that obtained at S. Comparing now the above discharges and slope Case I.--q = 0.97 X discharge at S. Slope = 1:29.4 Case II.--q = 0.95 X discharge at S Slope = 1:14.1 Discharges under the same pressure through unit area vary inversely 1 1 as the lengths. Thus, unit area I: unit area II:: 55-4 T411 or m 14.1 1.. 1 the ratio g-= 2QSi tha tne discharge per unit area of II is "5 85 2.08 times that of I. The areas of II and I vary as = 2.04. Then the discharge of II should be 2.04X2.08 = 4.24 that of I. The increased discharge of I may be due to two causes: One, the water stops on the bottom which affect the area in I in greater degree than in II; and the other, to the coarse material that was washed from the rear end of the tank and deposited in the front end just after the unstable material mentioned above was washed out, which would also have greater effect on I than on II. On this account it appears that it would have been better to have washed out all of the material at this time and started afresh with construction. If this had been done the slope line would undoubtedly have been nearer a regular curve slightly concave upward, and the probability is that the discharge in both I and II would have been reduced. A comparison of the outlines of the proposed dam and the model dam and reference to the slope of saturation shown in the model indicates that if the proposed dam were constructed by methods similar to those employed in model dam type I, but with a 3:1 slope on the downstream side extending to the base, the leakage would probably be proportional to that actually found in model type I.... Paperback, Label: RareBooksClub.com, RareBooksClub.com, Produktgruppe: Book, Publiziert: 2012-05-14, Studio: RareBooksClub.com.

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Von Händler/Antiquariat, BuySomeBooks.
RareBooksClub. Paperback. New. This item is printed on demand. Paperback. 276 pages. Dimensions: 9.7in. x 7.4in. x 0.6in.This historic book may have numerous typos and missing text. Purchasers can download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1900 Excerpt: . . . Vrmean velocity found by party No. 2, with rods. Vm mean velocity found with meter, using: six-tenths method. Qr discharge found by party No. 1, with rods. Qrdischargo found by party No. 2. with rods. Qm discharge found with meter, using six-tenths method. In the Lockport and Glens Falls comparisons the meter was suspended from a bridge by means of an insulated wire. In the Rochester and Boonville comparisons it was suspended from a boat by means of the same wire. The conditions were very good during the Lockport comparisons. There was very little wind, the surface did not fluctuate, there was a good measurable velocity in all parts of the cross sections, and no curve near to disturb the direct flow of the water. The meter discharge will be seen to agree closely with the rod discharge. The conditions were not so good in the Rochester comparisons. The lower gaging station was too near a curve in the canal. The time of run of the individual rods at the same point differs by a considerable amount, much more than at the upper station. On the afternoon of September 20 the surface did not fluctuate much, but rain interfered somewhat with the work. The meter discharge for that day is 7 per cent greater than the corresponding rod discharge. The next day, September 21, the surface fluctuated somewhat, but not more than while much of the regular gaging work was being done. The rod discharge measurements for that day differ by 1. 41 per cent, and the average meter discharge is largerthan the rod discharge by 3. 3 per cent. At Boonville the conditions were all good. The rod discharges agree closely, as does one of the meter measurements with the corresponding rod measurement. The Glens Falls comparisons are not very good--the upper gaging station was t. . . This item ships from La Vergne,TN.

Lieferung aus: Vereinigte Staaten von Amerika, Versandkosten nach: DEU.
Von Händler/Antiquariat, BuySomeBooks.
RareBooksClub. Paperback. New. This item is printed on demand. Paperback. 186 pages. Dimensions: 9.7in. x 7.4in. x 0.4in.This historic book may have numerous typos and missing text. Purchasers can download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1906 Excerpt: . . . It. . Lieut. Commander. . 20, 172 Shonerd. Henry G. , Midshipman 102 1825 Shook, Francis M. . Assistant Surgeon 56, 178 4482 Short, George ft. Mate 98 1237 ShOUp, Aubrey K. . Midshipman 42 3429 ShultZ, Joseph S. , Assistant Civil Engineer. . . 74, 177 Shute, Isaac ft. Midshipman 100 Shuttleworth, Thomas J. . Chief Gunner 168 5150 Sibley, Berton W. . First Lieut. Marine Corps 156 4SI Signor. Matt H. , Lieutenant-Commander 24, 173 7 Slgsbee, Charles . , Rear-Admiral 6 3341 Simmers. Clayton M. . Asst. . Constr 70, 178 3913 Simmonds. Frederick J. . Carpenter 86 3939 Simms, Joseph M. , Chief Carienter 86 2043 Slmonpietri, William L. F. . Asst. Paymaster. . . 64, 177 1020 Simons. Manlev II. . jr. . Ensign 36. 177 1611 Simons, Manly II. . Medical Director 48, 170 3749 Simonson, Robert E. , Gunner 82 344 Simpson, Edward, Lieutenant-Commander. . . 18, 172 1922 Simpson, George W. , Pay Inspector 58, 172 Simpson, George W, Midshipman 102 346 Sims, William S. . Lieutenant Commander 18, 172 3710 Sinclair, Hugh, Chief Gunner 82 Sinclair. John S. , Chief Boatswain 130 75 Singer, Frederic, Captain 8, 170 Skelding. Henry T. , Paymaster 168 3107 Skinner, Aaron N. . Prof. o Mathematics 68, 175 4126 Skinner, Altona, Warrant Machinist 90 1973 Skipwith, Grey, Paymaster 60, 175 Slamm, Charles W. , Pay Inspector 142 Slayton, Charles ft, Midshipman 102 Slingluff, Frank, jr. , Midshipman 166 Sloane, John I). , Assistant Engineer 126 395 Sloeum. George K. , Lieutenant-Commander. . 20, 172 5207 Small, William M. , Second Lieut. Mar. Corps 158 12. 56 Sniead, Waller A. , Midshipman 44 1367 Smcallie, John M. , Midshipman 46 3560 Smith, Arthur. Boatswain 78 4226 Smith. Arthur A, Warrant Machinisl 94 774 Smith, Arthur St. (. . Lieutenant 30, 175 4193 Smith, Ben, Warrant Machinist 92 1157 Smith. Charles E. , . . . This item ships from La Vergne,TN.

Lieferung aus: Vereinigte Staaten von Amerika, Versandkosten nach: DEU.
Von Händler/Antiquariat, BuySomeBooks.
RareBooksClub. Paperback. New. This item is printed on demand. Paperback. 428 pages. Dimensions: 9.7in. x 7.4in. x 0.9in.This historic book may have numerous typos and missing text. Purchasers can download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1856 Excerpt: . . . That the petition of Pamelia Preswick and the other heirs, of William Wigton, on the files of the Senate, be referred to the Committee of Claims. Mr. Johnson, from the Committee on Printing, to whom was referred the motion of Mr. Cass to print 20, 000 additional copies of the bill (S. 356) to authorize the people of the Territory of Kansas to form a constitution and State government preparatory to their admission into the Union on an equal footing with the original States, with the amendment proposed thereto by Mr. Trumbull, reported in favor of printing the additional copies proposed by Mr. Cass, and against printing the amendments to the bill, as proposed in the amendment moved by Mr. Trumbull. The Senate proceeded to consider the report; and, after debate, On motion by Mr. Hunter, That the further consideration of the report be postponed until tomorrow; It was determined in the negative. After further debate, On the question to agree to the report of the committee It was determined in the affirmative; So it was Ordered, That twenty thousand additional copies (S. 356) entitled An act to authorize the people of the Territory of Kansas to form a constitution and State government preparatory to their admission into the Union on an equal footing with the original States, be printed. On motion, The Senate adjourned. THURSDAY, July 10, 1856. Mr. James presented the petition of Jonas P. Levy and others, citizens of Washington, District of Columbia, praying the passage of an act to incorporate the Washington Benzole Gas-light Company, in that city; which was referred to the Committee on the District of Columbia. Mr. Hale presented the petition of Stephen Hoy t, praying an amendment to the bounty land act of March 3, 1855. Ordered, That it lie on the t. . . This item ships from La Vergne,TN.