مجتبی محمدی
1
(دانشجوی کارشناسی ارشد آبخیزداری، دانشگاه علوم کشاورزی و منابع طبیعی گرگان)
واحد بردی شیخ
2
(استادیار دانشگاه علوم کشاورزی و منابع طبیعی گرگان)
امیر سعدالدین
3
(استادیار دانشگاه علوم کشاورزی و منابع طبیعی گرگان)
References:
1- مصــطفی زاده، ر. 1387. شـــبیهســـازی تـــاثیرات آبشناسی سـازه هـای اصـلاحی بـه منظـور ارزیـابی ستاریوهای سازه ای کنتر سیل در آبخیـز جعفرآبـاد. پایان نامه کارشناسی ارشد آبخیزداری. دانشگاه علوم کشاورزی و منابع طبیعی گرگان. 108 صفحه
2- Abbott, MB., Bathurst, JC., Cunge,JA., O’Conell, PE., Rasmussen, EA .1986. An introduction to the European
Hydrological Model “SHE” – SystemHydrology Europe. Journal of Hydrology.87:45-77.
3- Amaguchi, H., Kawamura, A.,Olsson,J. and Takasaki, T. 2012.Development and testing of adistributed storm runoff event modelwith a vector-based catchment delineation.Hydrol. 420–421: 205–215.
4- Andjelkovic, I. 2001. Guidelines onnon-structural measures in urban floodmanagement. Inter Hydrolo Progr.Technical Document in Hydrology.50.
5- Arnold, J. G., Srinivasan, R., Muttiah,R. S. and Williams, J. R.1998. Largearea hydrologic modeling and assessment.
Part I: Model development. J.of the Am. Water Resour Assoc. 34:73-89.
6- Bahremand, A. 2006. Simulation theeffect of reforestation on floods usingspatially distributed hydrology modelingand GIS. Ph.D. thesis. VrijeUniversiteit Brussel. Belgium, 150 p.
7- Beven, K. 2001. Rainfall-runoff modelling.The primer. John Wiley andSons. Chichester, UK.
8- Beven, K., and Kirkby, M. 1979. Aphysically based variable contributingarea model of basin hydrology. Hydrol
Sci. Bull. 24: 43-69.
9- Boughton, W., and Chiew, F. 2007.Estimating runoff in ungaugedcatchments from rainfall, PET and the
AWBM model. Environ. Model. &Software 22: 476-487.
10- Burrough, P. A., 1998. Dynamic Modellingand Geocomputation. In: Longley,P.A., Brooks, S .M., McDonnel,R., MacMillan, B. (Eds.), Geocomputation:A Primer. Wiley, Chichester,pp. 165–191.
11- Buytaert, W., Reusser, D., Krause, S.and Renaud, J. P. 2008. Why can’t wedo better than Topmodel? Hydrol.
Proc 22: 4175-4179.
12- Chao, V. T. 1959 .Open channelhydraulics. McGrawHill, New York.
13- Chen, C. L. 1982. Infiltration formulasby curve number procedure. J. Hydr.Div., ASCE 108: 823–829.
14- Cowan, W. L., 1956, Estimatinghydraulic roughness coefficients. AgriculturalEngineering. 37: 473-475.
15- Cuartas, L., Tomasella, J., Nobre, A.,Nobre, C., Hodnettc, G., Waterloo, J.,Oliveira, S., de Cássia, R., Trancoso,R. and Ferreira, M. 2012. Distributedhydrological modeling of a microscalerainforest watershed inAmazonia: Model evaluation andadvances in calibration using the newHAND terrain model. J. of Hydrol.462–463:15–27.
16- De Doncker, Troch, L., Verhoeven, P.R., Buis, K., Desmet, N. and Meire, P.2009. Importance of Manning’scoefficient for the calibration of thecoupled Strive model. River Res Appl.9: 549-567.
17- De Roo, Hazelhoff, A., L. andBurrough, P. A. 1989. Soil erosionmodelling using 'ANSWERS' and
Geographical Information Systems.Earth Surface. Processes andLandforms 14: 517-532.
18- De Roo, A., Wesseling, C. andRitsema, C. 1996. LISEM: a singleevent physically-based hydrologic andsoil erosion model for drainage basins.I: Theory, input and output. Hydrol.Processes. 10: 1107-1117.
19- De Roo, A., Wesseling, C. and VanDeursen, W. P. A. 2006. Physicallybasedriver basin modelling within aGIS: The LISFLOOD Model.http://www.geocomputation.org/1998/06/gc_06.htm
20- De Vos, N.J. and Rientjes, T.H.M.,2007. Multi objective performancecomparison of an artificial neuralnetwork and a conceptual rainfall–runoff model. Hydrological SciencesJournal, 52(3):3 97–413
21- Genovese, E., 2006. A Methodologicalapproach to land use-based flooddamage assessment in urban areas:Prague Case Study. Mission of theInstitute for Environment & Sustainability,European Commission. Pp.39.
22- Hjelmfelt, A. T. 1980. Curve-numberprocedure as infiltration method. J.Hydr. Div, ASCE 106: 1107–1110.
23- Hydrologic Engineering Center(HEC). 1998. HEC-1 Flood HydrographPackage. User’s Manual. CPD-1A. Version 4.1. US Army Corps ofEngineers, Davis. CA. 434 p.
24- IPCC. 2007. Summary for policymakers.Contribution of WorkingGroup II to the Fourth AssessmentReport of the Intergovernmental Panelon Climate Change. Pp. 11.
25- Karimi, H. A., and B. H. Houston.1997. Evaluating strategies forintegrating Environmental models
with GIS: Current trends and futureneeds. Computer, environment andurban systems. Elsevier Science Ltd20: 413-425.
26- Karssenberg, D. 2002. The value ofenvironmental modelling languagesfor building distributed hydrologicalmodels. Hydrol. Processes,16: 2751–2766.
27- Karssenberg, D., O. Schmitz, P.Salamon, K. De jong, and M.Bierkens. 2010. A software frameworkfor construction of process-basedstochastic spatio-temporal models anddata assimilation. Environ, Model. &Software 25: 489–502.
28- Karssenberg, D.J. 1996, ManualPCRaster version2, Dept. PhysicalGeography, Utrecht University,Utrecht, Netherlands.
29- Kite, G., E. Ellehoj, and A. Dalton.1996. GIS for large-scale watershedmodelling. In: Singh, V.P. andFiorentino, M. (eds.). GeographicalInformation Systems in Hydrology.Kluwer, p 443.
30- Kraft, P., B. Kellie, Frede, H. andBreuer, L. 2011. CMF: A hydrologicalprogramming language extension forintegrated catchment models. Environ.Model. & Software. 26(6): 828-830.
31- Kumar, R., Chatterjee, C., Lohani, A.K., Kumar, S. and Singh, R.D. 2002.Sensitivity analysis of the GIUH basedClark model for a catchment. WaterResour. Manage. 16: 263–278.
32- Liu, Y. B., and De Smedt, F. 2004.WetSpa Extension, documentation anduser manual, department of hydrologyand Hydraulic Engineering, VrijeUniversiteit Brussel, Brussels.
33- Lull, H.W. 1964. Ecological andsilvicultural aspects 6.1- 6.30, In: Ven Te Chow (ed.), Handbook of appliedhydrology, McGraw-Hill. New York.
34- Morgan, R. P. C. 1995. Soil erosionand conservation. 2nd ed, LongmanGroup Unlimited, London, UK. 198p.
35- NRCS. 2004. Estimation of directrunoff from storm rainfall. Part 63.Hydrology National EngineeringHandbook. United States Departmentof Agriculture.Pp. 51.
36- PCRaster Team, 2011. PCRasterdocumentation. Release 3.0.1. Dept.Physical Geography, Utrecht University,Utrecht, the Netherlands.
37- Reed, S., Schaake, J. and Zhang, Z.2007. A distributed hydrologic modeland threshold frequency method forflash flood forecasting at ungaggedlocations. J. Hydrol. 337: 402-420.
38- Rowe, L. K. 1983. Rainfall interceptionby an evergreen beech forest.J. Hydrol. 66: 143-158.
39- Saltelli, A., Chan, K. and Scott, E. M.2000. Sensitivity analysis Wiley seriesin probability and statistics. JohnWiley & Sons. Chichester, England.427p.
40- Scharffenberg, W., and Fleming, M.2010. Hydrologic modeling systemHEC-HMS v3.2 user’s manual. Davis,USA, USACE-HEC.
41- Sheikh, v., 2006. Soil MoisturePrediction: Bridging Event andContinuous Runoff Modelling. PhdThesis. Wageningen-UR. TheNetherlands. 192pp.
42- Sheikh, V., Van Loon, E., Hessel, R.and V. Jetten. 2010. Sensitivity ofLISEM predicted catchment dischargeto initial soil moisture content of soilprofile. J. Hydrol. 393: 147-185.
43- Sheikh, V., Visser, S. and L.Stroosnijder. 2009. A simple model topredict soil moisture bridging eEvent
and continuous Hydrological (BEACH)modeling. Environ. Model. andSoftware 24: 542 – 556.
44- Sieber, A., and Uhlenbrook, S. 2005.Sensitivity analyses of a distributedcatchment model to verify the model
structure. J. of hydrol. 310: 216–235.
45- Singh, V. P. 1995. Watershedmodeling. (Chapter 1) In: Singh, V.P.(ed.). Computer Models of WatershedHydrology. Water ResourcesPublications. Colorado. US.
46- Smith, R. E. 1976. Approximations forvertical infiltration. Trans. ASAE 19:505–509.
47- Smith, R.E., Goodrich, D.C., Woolhiser,D.A., and Unkrich, C.L., 1995,KINEROS - A kinematic runoff anderosion model. Chap. 20 of ComputerModels of Watershed Hydrology,Singh, V. J., Ed., Water Resources
Pub., Highlands Ranch, Colo., pp.697-732.
48- Spears, D. D. 1995. SSARR model.(Chapter 11). In: Singh, V. P. (Ed.),Computer Models of WatershedHydrology. Water ResourcesPublications. Colorado. US
49- Sugawara, M., 1974. Tank Model withsnow component. National ResearchCenter for Disaster Prevention. Japan .293p.
50- Takasao, T., Shiiba, M., Tachikawa,Y. 1989. Quasi-three-dimensional sloperunoff model taking account ofTopography of a natural watershedand automatic generation of a basin(in
Japanese), Proc. Japanese Conf. onHydraul., 33, 139-144.
51- Thomas, M., D. King, D. Keogh, A.Apan, and S. Mushtaq. 2011. Resilienceto climate change impacts: areview of flood mitigation policy inQueensland, Australia. The Aust J.Emergency Manage. 26: 8-17.
52- United Nations. Department of Economicand Social Affairs, PopulationDivision, 2010. World UrbanizationProspects: The 2009 Revision.http://esaun.org/unpd/wup/index.htm.Data in digital form (POP/DB-/WUP/Rev.2009) (last consultedMarch 2012).
53- Van Deursen, W.P.A., C. Wesseling,and D. Karssenberg. 2000. How do wegain control over GIS technology? In:Parks, B.O., Clarke, K.M., Crane,M.P. (Eds.), Int. Conf. Integrating G.I. S. and Environ. Model. Problems,Prospectus, and Needs for Research.Boulder: University of Colorado –Cooperative Institute for Research inEnvironmental Sciences, Denver: USGeologic Survey – Center for BiologicalInformatics, and Boulder:NOAA National Geophysical DataCenter - Ecosystem Informatics. Banff,Canada.
54- Van Dijck, S. 2000. Effects of agriculturalland use on surface runoff anderosion in a Mediterranean area. PhD
Thesis. Utrecht University. theNetherlands. Netherlands GeographicStudies Issue: 256-263.
55- Wan Deursen, WPA. 1995. GeographicalInformation Systems and DynamicModels: Development and application
of a prototype spatial modellinglanguage. PhD Thesis, Utrecht University,The etherlands. Netherlands Geographic
Studies, Issue 190, p206.
56- Wesseling, C. G., Karssenberg, D.,Burrough, P. A. and W. P. A. VanDeursen. 1996. Integrated dynamicenvironmental models in GIS: Thedevelopment of a dynamic modellinglanguage. Trans. GIS.1: 40-48.
57- Worboys, M., 1996. GIS: A computingperspective. Taylor and Francis.London, UK.
58- Yapo, P.O., Gupta, H.V. and Sorooshian,S., 1998. Multi-objective globaloptimization for hydrologic models.Journal of Hydrology, 204, 83–97.
59- Zhao, G., Hormann, G., Fohrer, N.,Gao, J., Li, H. and Tian, P. 2011.Application of a simple raster-basedhydrological model for stream flowprediction in a humid catchment withpolder systems. Water Resour:Manage. 25: 661–676.
60- Zinke, P.J, 1967. Forest interceptionstudies in the United States. pp.137-161. In: W.E. Sopper and H.W. Hull(eds.). International Symposium onForest Hydrology, Pergamon Press,Oxford
