Volume 3 nr 1 / 2011 - Academia Oamenilor de Stiinta din Romania

More documents

Recommendations

Info

78 Lorand Catalin StoenescuUz-km 4.0Uz-km 0.0Trotus-km 76.0Uz-km 8.0Uz-km 10.8Trotus-km 75.0BarajulPoiana UzuluiTrotus-km 72.0Trotus-km 68.0Trotus-km 62.0Fig. 1. Layout of investigated area.2. Limits and characteristics of the investigated areaThe investigated area is represented by the upstream part of Uz River, in betweenPoiana Uzului dam and the junction with Trotus River, and of the upstream part ofTrotus River, from the junction with Uz River up to the outside border of TarguOcna town.Poiana Uzului dam is situated at km 10.8 of Uz river and Targu Ocna town islocated at km 62.0 on Trotus river (15 km upstream of the junction with Uz river),meaning that a 26 km sector was modeled.The slope of Uz River between the dam and the junction is of about 1.1%, whileTrotus slope on the analyzed sector is of about 0.5%.Consequently, it is only natural that the breaking of the dam produces a very highflood wave due to the steep slopes.The river beds of the 2 sectors are formed mainly of grovel and River stones.At the time of the visit, the water width was of about 15-20 m on Uz (fig. 2) andof 30-80 m on Trotus (fig. 3).As one can observe in the photos, both rivers undergo a strong tendency to alterthe course of the minor bed during the flooding. There are many areas with bankerosion, thus puts in danger the outskirts. At the site visit, nowhere on theinvestigated places exist protections or smaller dams.Copyright © Editura Academiei Oamenilor de Știință din România, 2011Watermark Protected
Two-dimensional Modelling of Accidental Flood Wave Propagation 79Fig. 2. Uz river (km 10.0) on site visit day.Fig. 3. Trotus river (km 72.0) on site visit day.Copyright © Editura Academiei Oamenilor de Știință din România, 2011Watermark Protected
Page 1 and 2:
ACADEMY OF ROMANIAN SCIENTISTSA N N
Page 3 and 4:
ACADEMY OF ROMANIAN SCIENTISTSA N N
Page 5 and 6:
3FOREWORDBased on a rich scientific
Page 7 and 8:
Annals of the Academy of Romanian S
Page 9 and 10:
Page 11 and 12:
The remanufacturing of an articulat
Page 13 and 14:
Page 15 and 16:
Page 17 and 18:
Page 19 and 20:
Influence of Vibrations and Dynamic
Page 21 and 22:
Page 23 and 24:
Page 25 and 26:
Page 27 and 28:
Products recovery opportunities at
Page 29 and 30: Products recovery opportunities at
Page 31 and 32: Annals of the Academy of Romanian S
Page 33 and 34: Recycling and Remanufacturing -Two
Page 35 and 36: Recycling and Remanufacturing -Two
Page 39 and 40: The Study of Heavy Metal from Envir
Page 45 and 46: mg/kg d.wThe Study of Heavy Metal f
Page 47 and 48: ConclusionsThe Study of Heavy Metal
Page 51 and 52: Analytical Evaluation of Crack Prop
Page 55 and 56: Y d Notations:Analytical Evaluation
Page 63 and 64: General Considerations Regardingthe
Page 71 and 72: Intelligent Networks, Smart Grids C
Page 79: Annals of the Academy of Romanian S
Page 83 and 84: Two-dimensional Modelling of Accide
Page 97 and 98: Project Indicators -Essential Facto
Page 103 and 104: ConclusionsProject Indicators -Esse
Page 107 and 108: Critical Infrastructures Protection
Page 123 and 124: Disturbances in The Power Supply Ne
Page 131 and 132:
Disturbances in The Power Supply Ne
Page 133 and 134:
Page 135 and 136:
Page 137 and 138:
Page 139 and 140:
Page 141 and 142:
Page 143 and 144:
Page 145:
show all

Volume 3 nr 1 / 2011 - Academia Oamenilor de Stiinta din Romania

Create successful ePaper yourself

Delete template?

Save as template?