 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| I. |
| II. |
| III. |
|
| I. |
| II. |
| III. |
|
|
|
| I. |
| II. |
| III. |
| IV. |
| V. |
|
| I. |
| II. |
|
|
| I. |
| II. |
| III. |
|
| I. |
| II. |
|
|
|
|
|
|
| I. |
| II. |
| III. |
| IV. |
|
|
|
|
|
| I. |
|
|
| 1-2-3. |
| 7-8-9. |
| 10-11-12. |
| 13-14-15. |
| 16-17-18. |
| 21-22-23. |
| 26. |
| 31-32-33. |
| 34-35-36. |
| 40-41-42. |
|
| 100. |
| 106. |
| 107. |
| 108. |
| 109. |
| 110. |
| 111. |
| 158-159-160. |
|
| 200-201-202. |
| 250-251-252. |
| 259. |
|
| 300-301-302. |
| 350-351-352. |
| 306-307-308. |
| 356-357-358. |
| 309-310-311. |
| 359-360-361. |
| 318-319-320. |
| 368-369-370. |
| 321-322-323. |
| 371-372-373. |
| 324-325-326. |
| 327-328-329. |
| 340-341-342. |
| 386-387-388. |
|
| 400-401-402. |
| 450-451-452. |
| 403-404-405. |
| 453-454-455. |
| 409-410-411. |
| 459-460-461. |
| 412-413-414. |
| 462-463-464. |
|
| 521. |
| 522. |
| 523. |
| 524. |
| 525. |
| 526. |
| 527. |
| 528. |
| 529. | 529: Hydraulics: |
| 530. |
| 541-542-543. |
|
| 650. |
| 661. |
| 662. |
| 663. |
| 670. |
| 680. |
| 690. |
| 691. |
| 692. |
|
| 701. |
| 703. |
| 705. |
| 707. |
| 715. |
| 716. |
| 718. |
| 719. |
| 720. |
| 721. |
| 722. |
| 725. |
|
| 751. |
| 755. |
|
| 800. |
| 801. |
| 802. |
| 803. |
| 804. |
| 805. |
| 806. |
| 807. |
| 811. |
| 812. |
| 813. |
| 815. |
| 820. |
| 821. |
| 822. |
| 826. |
| 827. |
| 830. |
| 832. |
| 833. |
| 834. |
| 835. |
| 836. |
| 860. |
| 863. |
| 867-868. |
|
| 900. |
| 901. |
| 902. |
| 903. |
| 904. |
| 905. |
| 906. |
| 907. |
| 910. |
| 911. |
| 916-917-918. |
| 920. |
| 925. |
| 930-931-932. |
| 940-941-942. |
|
| 950-951. |
| 953-954-955. |
| 956. |
| 960-961. |
| 966-967-968. |
| 975. |
| 980-981. |
| 990-991-992. |
|
|
|
| I. |
| I. |
| II. |
| III. |
| IV. |
| V. |
| VI. |
| II. |
|
|
|
|
|
| I. |
| II. |
| III. |
|
|
|
|
|
|
|
| VII. |
| XIII. |
 | The University of Virginia record March 15, 1933 |  |
529: Hydraulics:
10:30-11:30, T. Th. S.
Equilibrium of fluids, applied to the analysis and design of thin and thick
shells and pipes, dams and weirs. Motion of fluids and discharges from orifices,
weir notches, pipes, canals, and rivers. Principles of linear and angular
momentum with applications to the analysis and design of hydraulic motors and
pumps. Laboratory course 680. (Spring.)
Associate Professor Henderson and Mr. G. G. Quarles.
Laboratory studies in Strength of Materials and Hydraulics are given in the
Classes in Experimental Engineering.
| The University of Virginia record March 15, 1933 | |