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Titlebook: Methods in Ecosystem Science; Osvaldo E. Sala,Robert B. Jackson,Robert W. Howart Book 2000 Springer Science+Business Media New York 2000 b

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樓主: CK828
11#
發(fā)表于 2025-3-23 11:51:45 | 只看該作者
Osvaldo E. Sala,Amy T. Austinh corresponding flow values. The Acceleration Noise (AN) and the speed ratio (SR) were found to be the most significant measures for defining ALOS. Non-linear regression analysis was carried out to model these measures of effectiveness. k-means and fuzzy c-means (FCM) clustering algorithms were used
12#
發(fā)表于 2025-3-23 15:32:49 | 只看該作者
Steven W. Running,Peter E. Thornton,Ramakrishna Nemani,Joseph M. Glassy–density relationship was developed by Greenshield, Greenberg, and Underwood models, and the . values were more fitted into the Underwood’s model; hence, the capacity was estimated based on this model. The level of service was analyzed by DPCU/C and PCU/C for the morning and evening peak hours, and
13#
發(fā)表于 2025-3-23 21:49:32 | 只看該作者
14#
發(fā)表于 2025-3-24 01:14:10 | 只看該作者
15#
發(fā)表于 2025-3-24 04:45:34 | 只看該作者
16#
發(fā)表于 2025-3-24 07:52:56 | 只看該作者
Ronald Amundson,W. Troy Baisdenible, the deterministic problem is resolved with the current parameters. The new solution serves once again as an input for the simulation. This approach is expected to be more efficient compared to considering scenarios for every possible form of uncertainty.
17#
發(fā)表于 2025-3-24 11:06:10 | 只看該作者
Jonathan J. Cole is developed using Markovian approach. Different choices of maintenance and rehabilitation treatments are considered to improve the performance of the pavement sections in the network. A simplified methodology for the optimal timing for the pavement maintenance and management is developed so that t
18#
發(fā)表于 2025-3-24 17:21:31 | 只看該作者
19#
發(fā)表于 2025-3-24 22:51:50 | 只看該作者
20#
發(fā)表于 2025-3-25 01:39:30 | 只看該作者
John B. Moncrieff,Paul G. Jarvis,Ricardo Valentiniwith heterogeneous traffic conditions. Results show that dynamic PCU estimation based on time headway ratio method and simulation model involving traffic volume and composition analysis goes in better conformity with the Indo-HCM method of saturation flow assessment for signalised intersections with
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