000 | 01943cam a2200337 a 4500 | ||
---|---|---|---|
003 | EG-GiCUC | ||
005 | 20250223031238.0 | ||
008 | 150614s2014 ua d f m 000 0 eng d | ||
040 |
_aEG-GiCUC _beng _cEG-GiCUC |
||
041 | 0 | _aeng | |
049 | _aDeposite | ||
097 | _aM.Sc | ||
099 | _aCai01.13.05.M.Sc.2014.Ra.C | ||
100 | 0 | _aRasha Omar Aboubaker | |
245 | 1 | 0 |
_aCharacteristics of the traffic flow on Egyptian highways / _cRasha Omar Aboubaker ; Supervised Laila Salah Eldeen Radwan , Noor Mohamed Rashad Elmitiny |
246 | 1 | 5 | _aخصائص تدفق حركة المرور علي الطرق المصرية |
260 |
_aCairo : _bRasha Omar Aboubaker , _c2014 |
||
300 |
_a116 P. : _bcharts ; _c30cm |
||
502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
520 | _aThe Highways transportation networks are considered a major item in development plans due to the fundamental role moving goods and passengers. The Egyptian highway network is expected to grow steadily as the demand from growing population puts a strain on the existing network demanding higher capacity. To meet this demand the authorities can either upgrade the existing facilities or construct new facilities. The design hourly volume is usually referred to as the 30th hour's volume based upon the American code of practice. For the analysis purpose, the "Egyptian National Count Program" data of 2010 was used. The analysis lead to that 50th hour volume might be more suitable design hour for Egyptian highways | ||
530 | _aIssued also as CD | ||
653 | 4 | _aDesign hour | |
653 | 4 | _aTraffic count | |
653 | 4 | _aTraffic Volumes and The GARBLT | |
700 | 0 |
_aLaila Salah Eldeen Radwan , _eSupervisor |
|
700 | 0 |
_aNoor Mohamed Rashad Elmitiny , _eSupervisor |
|
856 | _uhttp://172.23.153.220/th.pdf | ||
905 |
_aNazla _eRevisor |
||
905 |
_aSoheir _eCataloger |
||
942 |
_2ddc _cTH |
||
999 |
_c51303 _d51303 |