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- Eintrag ins Guinessbuch der Rekorde für "Riesenkuckucksuhren" anging. Die 7 Tribären-Familie48.129948.23174 Typ ist Gruppenbezeichnung außen am Haus der 1000…13 KB (1.495 Wörter) - 00:01, 26. Mär. 2025
- publish it under the following license: English Wikimedia username: Tribar author name string: Tribar URL: https://commons.wikimedia.org/wiki/user:Tribar…(1.536 × 2.048 (463 KB)) - 21:55, 26. Nov. 2022
- 16:50 Tribar 1737×1050× (146970 bytes) {{Information |Beschreibung = Misubishi Eclipse 2000 GS 16V |Quelle = own car, own picture |Urheber = ~~~Tribar |Datum…(1.737 × 1.050 (144 KB)) - 16:13, 8. Apr. 2025
- English: Stability of dolos overlays for rehabilitation of tribar-armored rubble-mound breakwater and jetty trunks subjected to breaking waves ( ) Author…(1.264 × 1.645 (18,67 MB)) - 16:40, 7. Apr. 2025
- English: Stability of dolos and tribar overlays for rehabilitation of stone-armored rubble-mound breakwater and jetty trunks subjected to breaking waves…(1.264 × 1.645 (5,28 MB)) - 14:00, 9. Apr. 2025
- here. All following user names refer to de.wikipedia. 2008-01-07 19:02 Tribar 800×640× (916355 bytes) {{Information |Beschreibung = Getränke der Brauerei…(800 × 640 (895 KB)) - 14:15, 17. Feb. 2024
- Datei:Stability of proposed breakwater, Burns Waterway Harbor, Indiana- Hydraulic model investigation - USACE-p266001coll1-1892.pdf (treffende Dateiinhalte)rubble-mound type breakwaters constructed of armor layers consisting of molded tribars (test series 1) or limestone blocks (test series 2-5). The sixth series…(1.200 × 1.575 (32,99 MB)) - 21:32, 2. Apr. 2025
- Datei:Designs for rubble-mound breakwater repair, Morrow Bay Harbor, California- Hydraulic model investigation - USACE-p266001coll1-1770.pdf (treffende Dateiinhalte)comprising one layer of 20-ton tribars placed uniformly on a slope of 1:1-1/2 from the crown to mllw and two layers of 20-ton tribars placed pell-mell from mllw…(1.114 × 1.575 (22,67 MB)) - 12:05, 11. Apr. 2025
- Datei:Designs for rubble-mound breakwater repair, Kahului Harbor, Maui, Hawaii- Hydraulic model investigation - USACE-p266001coll1-5734.pdf (treffende Dateiinhalte)Hawaii. Proposed designs involved protective cover layers of 35- and 50ton tribar armor units. Design of the breakwater repair at Kahului is dif ficult because…(1.183 × 1.581 (42,24 MB)) - 03:48, 8. Apr. 2025
- Datei:Design of cover layers for rubble-mound breakwaters subjected to nonbreaking waves- Hydraulic laboratory investigation - USACE-p266001coll1-6943.pdf (treffende Dateiinhalte)corresponds 8 .3 . Leadite tribars 33. Tables 11 and 12 and plate 13 show the results of stability tests on tribar cover layers with the armor units…(1.170 × 1.572 (49,42 MB)) - 09:44, 2. Apr. 2025
- Datei:Stability of rubble-mound breakwaters, Nassau Harbor, Nassau, New Providence, Bahamas- Hydraulic model investigation - USACE-p266001coll1-1794.pdf (treffende Dateiinhalte)conducted at WES using cover layers composed of tribar and tetrapod armor units have shown that tribar armor layers designed using a KA of 8 will be somewhat…(1.200 × 1.575 (11,84 MB)) - 15:12, 13. Apr. 2025
- Datei:Assessment of modifications for improving navigation at Hilo Harbor, Hawaii - USACE-p266001coll1-3720.pdf (treffende Dateiinhalte)Rib cap and tribar repairs of ocean side of breakwater in 1980s. ..................... 3 Figure 1-3. The breakwater with rib cap and tribar (view from…(1.275 × 1.650 (30,2 MB)) - 01:34, 2. Apr. 2025
- Datei:Stability of dolos overlays for rehabilitation of stone-armored rubble-mound breakwater heads subjected to breaking waves - USACE-p266001coll1-7420.pdf (treffende Dateiinhalte)most commonly used by the Corps— stone, dolos, and tribars. Results of trunk tests of dolos and tribar overlays of existing stone armor, dolos overlays…(1.262 × 1.647 (9,52 MB)) - 11:13, 2. Apr. 2025
- Datei:Riprap stability on earth embankments tested in large-and small-scale wave tanks - USACE-p266001coll1-7544.pdf (treffende Dateiinhalte)43-pound Tribars (Small skip is in the foreground.) Figure 5. Placed Tribar Construction in the Large Tank 17 (4) Placed Tribars - Tribars were individually…(1.122 × 1.522 (14,36 MB)) - 17:50, 12. Apr. 2025
- Datei:Proposed jetty-head repair sections, Humboldt Bay, California- Hydraulic model investigation - USACE-p266001coll1-4771.pdf (treffende Dateiinhalte)Unit Model W , lb 7 , pcf r r ’ Cube Tri-long Tetrapod Tribar 1 .6 2 Tribar Tribar Tribar Dolos il+5 . 0 U2 . 0 0 .5 0 0 . 1+9 1 0.1+3 11 +0 …(1.193 × 1.572 (42,85 MB)) - 17:33, 6. Apr. 2025
- Datei:Concrete armor units for protection against wave attack - USACE-p266001coll1-5640.pdf (treffende Dateiinhalte)-ton*tetrapods U2-ton dolosse 33-ton tetrapods 35- and 50-ton tribars 1 8-ton tribars 1957 1973 1957 1963 1959 Lajes Harbor, Azores Santa Cruz Harbor…(1.177 × 1.562 (7,68 MB)) - 20:25, 9. Apr. 2025
- Datei:Stability of toe berm armor stone and toe buttressing stone on rubble-mound breakwaters and jetties- physical model investigation - USACE-p266001coll1-7509.pdf (treffende Dateiinhalte)placement. placed normal to structure slope.) The one-layer tribar (All vertical tribar legs were Except for the dolos toe where the first two rows…(1.264 × 1.647 (18,91 MB)) - 06:41, 11. Apr. 2025
- Datei:Final environmental statement- Kahului Harbor west breakwater repair, Maui, Hawaii - USACE-p16021coll7-10646.pdf (treffende Dateiinhalte)did not afford sufficient interlocking of tribar units nor adequate transition between the two-layer tribar section and the existing stone breakwater…(1.410 × 1.789 (6,41 MB)) - 14:40, 6. Apr. 2025
- Datei:Stability of rubble-mound breakwater, Jubail Harbor, Saudi Arabia- Hydraulic model investigation - USACE-p266001coll1-4722.pdf (treffende Dateiinhalte)rock, tribar, or dolos armor. Consideration was also given to the feasibility of using a cast-in-place concrete crownwall atop the rock and tribar sections…(1.181 × 1.566 (43,47 MB)) - 21:44, 7. Apr. 2025
- Datei:Breakwaters with vertical and sloping faces - USACE-p266001coll1-7035.pdf (treffende Dateiinhalte)Quarrystone Rough Quarrystone Modified Cube Tetrapod Quadripod Hexapod Tribar Tribar n* P lacem en t 2 >3 2 >3 2 2 2 2 2 2 PM PM PM PM Special** PM PM…(1.191 × 1.577 (3,07 MB)) - 21:37, 12. Apr. 2025