Identifying the optimal configuration of one-way and two-way streets for contraflow operation during an emergency evacuation     

Afandizadeh  Shahriar  Jahangiri  Arash  Kalantari  Navid 《Natural Hazards》2013,69(3):1315-1334

As natural and man-made disasters have been increasing, interest in preventing crises and/or mitigating the associated consequences has been growing as well. When dealing with predictable disasters, there is a limited time for effective response, and people should be evacuated in a short time to minimize the fatalities. In such extraordinary situations, attention should be given to making better use of existing infrastructure. The aim of this study is to present a model for optimizing street directions in order to increase the outbound capacity of the network. However, because of the magnitude of the problem, an optimal solution cannot be reached through ordinary methods. Hence, the simulated annealing algorithm, which is a meta-heuristic technique, is used. Computational results on a case study demonstrate that this technique yields considerable improvement in the objective function of the problem which is total travel time of road network users.

  相似文献   

Prediction of Flyrock in Mine Blasting: A New Computational Intelligence Approach     

Nikafshan Rad  Hima  Bakhshayeshi  Iman  Wan Jusoh  Wan Amizah  Tahir  M. M.  Foong  Loke Kok 《Natural Resources Research》2020,29(2):609-623

Natural Resources Research - Blasting is the predominant rock fragmentation technique in civil constructions, underground and surface mines. Flyrock is the unwanted throw of rock fragments during...  相似文献   

Using uncertainty and sensitivity analysis for finding the best rainfall-runoff model in mountainous watersheds(Case study: the Navrood watershed in Iran)     

Arash ADIB  Morteza LOTFIRAD  Ali HAGHIGHI 《山地科学学报》2019,(3)

In watersheds that have not sufficient meteorological and hydrometric data for simulating rainfall-runoff events, using geomorphologic and geomorphoclimatic characteristics of watershed is a conventional method for the simulation. A number of rainfall-runoff models utilize these characteristics such as Nash-IUH, Clark-IUH, Geomorphologic Instantaneous Unit Hydrograph(GIUH), Geomorphoclimatic Instantaneous Unit Hydrograph(GcIUH), GIUH-based Nash(GIUH-Nash) and GcIUH-based Clark(GcIUH-Clark). But all these models are not appropriate for mountainous watersheds. Therefore, the objective of this study is to select the best of them for the simulation. The procedure of this study is: a) selecting appropriate rainfall-runoff events for calibration and validation of six hybrid models, b) distinguishing the best model based on different performance criteria(Percentage Error in Volume(PEV); Percentage Error in Peak(PEP); Percentage Error in Time to Peak(PETP); Root Mean Square Error(RMSE) and Nash-Sutcliffe model efficiency coefficient(ENS)), c) Sensitivity analysis for determination of the most effective parameter at each model, d) Uncertainty determination of different parameters in each model and confirmation of the obtained results by application of the performance criteria. For application of this procedure, the Navrood watershed in the north of Iran as a mountainous watershed has been considered. The results showed that the ClarkIUH and GcIUH-Clark are suitable models for simulation of flood hydrographs, while other models cannot simulate flood hydrographs appropriately. The sensitivity analysis shows that the most sensitive parameters are the infiltration constant rate and time of concentration in the Clark-IUH model. Also, the most sensitive parameters include the infiltration constant rate and storage coefficient in the GcIUHClark model. The Clark-IUH and GcIUH-Clark models are more sensitive to their parameters. The Latin Hypercube Sampling(LHS) on Monte Carlo(MC) simulation method was used for evaluation of uncertainty of data in rainfall-runoff models. In this method 500 sets of data values are produced and then the peak discharge of flood hydrographs for each produced data set is simulated with rainfall-runoff models. The uncertainty of data changes the value of simulated peak discharge of flood hydrograph. The uncertainty analysis shows that the observed peak discharges of different rainfall-runoff events are within the range of values of simulated by the six hybrid rainfall-runoff models and IUH that inputs of these models were the produced data sets. The range of the produced peak discharge of flood hydrographs by the Clark-IUH and GcIUH-Clark models is wider than those of other models.  相似文献   

Free Vibration Analysis of Symmetrically Laminated Composite Plates on Elastic Foundation and Coupled with Stationary Fluid     

Arash Shahbaztabar  Ahmad Rahbar-Ranji 《中国海洋工程》2018,32(3):266-277

Free vibration analysis of symmetrically laminated composite plates resting on Pasternak elastic support and coupled with an ideal, incompressible and inviscid fluid is the objective of the present work. The fluid domain is considered to be infinite in the length direction but bounded in the depth and width directions. In order to derive the eigenvalue equation, Rayleigh-Ritz method is applied for the fluid-plate-foundation system. The efficiency of the method is proved by comparison studies with those reported in the open literature. At the end, parametric studies are carried out to examine the impact of different parameters on the natural frequencies.  相似文献   

Determination of the Geopotential Scale Factor from TOPEX/POSEIDON Satellite Altimetry     

Burša  Milan  Raděj  Karel  Šima  Zdislav  True  Scott A.  Vatrt  Viliam 《Studia Geophysica et Geodaetica》1997,41(3):203-216

The geopotential scale factor R _o = GM/W _o (the GM geocentric gravitational constant adopted) and/or geoidal potential Wo have been determined on the basis of the first year's (Oct 92 – Dec 93) ERS-1/TOPEX/POSEIDON altimeter data and of the POCM 4B sea surface topography model: R _o °=(6 363 672.58°±0.05) m, W _o °=(62 636 855.8°±0.05)m ² s ^–2 . The 2°–°3 cm uncertainty in the altimeter calibration limits the actual accuracy of the solution. Monitoring dW _o /dt has been projected.  相似文献   

Acid-treated zeolite (clinoptilolite) and its potential to zinc removal from water sample     

J. Adinehvand  A. Shokuhi Rad  A. S. Tehrani 《International Journal of Environmental Science and Technology》2016,13(11):2705-2712

Zinc compounds are important group of pollutants which enter water flows from industrial factories sewage. In this research, use of both natural zeolite (clinoptilolite) and its sulfuric acid-modified form as a cheap adsorbent for removing zinc from its solutions has been investigated. The effect of acid concentration, contact duration, pH of solution, initial concentration of zinc, amount of adsorbent and its size was investigated. On average, the maximum adsorption amount is calculated to be 91.1 % with contact duration of 300 min. By increasing contact duration, more adsorption is achieved. Results show that if the more zeolite is used, the more adsorption is achieved. According to results, Langmuir and Freundlich isotherm models were investigated and the adsorption of zinc by modified zeolite was described by both models very well.  相似文献   

Role of construction of large dams on river morphology (case study: the Karkheh dam in Iran)     

Arash Adib  Hesam Foladfar  Amir Roozy 《Arabian Journal of Geosciences》2016,9(15):661

Unfortunately in developing countries, human activities without attention to the environmental aspects damage to nature. For example, construction of large dams dries wetlands in southwest of Iran. Also, construction of dams is a very important factor for morphological changes. The case study of this research is downstream of the Karkheh dam. This dam is the largest Earth dam in Iran and locates in southwest of Iran. It was constructed in 1999. Small sinuosity coefficient of zone near to dam has been illustrated by satellite images in 2002 and 2014. This subject shows instability of this part of reach; also, the results of Shulits equation illustrate that this part is instable. But, increasing of morphological characteristics (sinuosity coefficient, central angle, and relative radius) show that stability of this reach is increasing. Surveying confirm this matter and shows that severe erosion in upstream and sedimentation in downstream of reach is finishing. Also, it is observed that flow discharge reduced (?56 %) after construction of dam and average width of river reduced (?21 %) from 2002 to 2014. In the early years after the construction of the dam, sediment discharge reduced considerably (?14 %) from Pay-e-Pol to Abdol Khan hydrometric stations. Increasing of morphological characteristics (especially at zones near to dam) and decreasing changes of bed level (sedimentation and erosion) prove that effects of dam are overcoming on effects of other factors, and these effects are permanent in long term.  相似文献   

Development of a risk-based multi-criteria approach for watershed prioritization with consideration of soil erosion alleviation (case study of Iran)     

Nastaran Chitsaz  Arash Malekian 《Environmental Earth Sciences》2016,75(22):1448

  相似文献   

Assessment of seasonal characteristics of streamflow droughts under semiarid conditions     

Arash Modaresi Rad  Davar Khalili  Ali Akbar Kamgar-Haghighi  Shahrokh Zand-Parsa  Seyed Adib Banimahd 《Natural Hazards》2016,82(3):1541-1564

  相似文献   

Incompressible SPH simulation of landslide impulse-generated water waves     

Asghar Farhadi  Homayoun Emdad  Ebrahim Goshtasbi Rad 《Natural Hazards》2016,82(3):1779-1802

  相似文献