Study of the Temporal Distribution Pattern of Rainfall Effect on Runoff and Sediment Generation Using Rain Simulator (Case Study: Alvand Basin)

Similar documents
Determining the Ability of Acid Extractable Metals as a Fingerprint in Sediment Source Discrimination

The relationship between drainage density and soil erosion rate: a study of five watersheds in Ardebil Province, Iran

Desertification Hazard Zonation by Means of ICD Method in Kouhdasht Watershed

MONITORING OF SURFACE WATER RESOURCES IN THE MINAB PLAIN BY USING THE STANDARDIZED PRECIPITATION INDEX (SPI) AND THE MARKOF CHAIN MODEL

The Sensitivity Analysis and Efficiency of FSM and MPSIAC Models for Estimating Sediment Load

Erosion Surface Water. moving, transporting, and depositing sediment.

An Alternative Temporal Rainfall Distribution for Hydrologic Analysis and Design

Runoff Estimation and Mapping within GIS Based Arc-CN-Runoff

Each basin is surrounded & defined by a drainage divide (high point from which water flows away) Channel initiation

Soil hydrologic group detection based on geomorphologic facieses and slope (Case study: Taleghan Watershed, Iran)

Generation of synthetic design storms for the Upper Thames River basin

Application of SWAT Model to Estimate the Runoff and Sediment Load from the Right Bank Valleys of Mosul Dam Reservoir

Sediment- yield estimation, by M-PSIAC method in a GIS environment, case study:jonaghn river sub basin(karun basin)

Which map shows the stream drainage pattern that most likely formed on the surface of this volcano? A) B)

Comparison of GIS based SCS-CN and Strange table Method of Rainfall-Runoff Models for Veeranam Tank, Tamil Nadu, India.

Investigation of Relationship Between Rainfall and Vegetation Index by Using NOAA/AVHRR Satellite Images

Year 6. Geography. Revision

The effectiveness of the Natural Resource Conservation Service (NRCS) and Huff rainfall distribution methods for use in detention basin design

ORIGINAL ARTICLE OPEN ACCESS

Hourly Rainfall Distribution Pattern in the Northern Coast of Bolaang Mongondow

An investigation on the impacts of density currents on the sedimentation in dam reservoirs using TCM model; case study: Maroon dam

Effect of Runoff and Sediment from Hillslope on Gully Slope In the Hilly Loess Region, North China**

Using remote sensing data and nonlinear methods for hazard analysis of the Middle East aerosols

A Near Real-time Flood Prediction using Hourly NEXRAD Rainfall for the State of Texas Bakkiyalakshmi Palanisamy

Geog Lecture 19

KINEROS2/AGWA. Fig. 1. Schematic view (Woolhiser et al., 1990).

CHAPTER VII FULLY DISTRIBUTED RAINFALL-RUNOFF MODEL USING GIS

Keywords: Azarbayjan, drainage density, erosion severity, lithology INTRODUCTION

Weathering and Soil Formation. Chapter 10

1. TEMPORAL CHANGES IN HEAVY RAINFALL FREQUENCIES IN ILLINOIS

Description DESCRIPTION

Classification of Erosion Susceptibility

Controlling Processes That Change Land

Weathering, Soil, and Mass Movements

STUDY GUIDE FOR CONTENT MASTERY. Surface Water Movement

Flash flood disaster in Bayangol district, Ulaanbaatar

TXHYETO.XLS: A Tool To Facilitate Use of Texas- Specific Hyetographs for Design Storm Modeling. Caroline M. Neale Texas Tech University

Potential Impacts of Climate Change on Soil Erosion Vulnerability Across the Conterminous U.S.

Caspian Rapid Sea Level Changing Impact on Estuaries Morphodynamic Deformation

Design Storms for Hydrologic Analysis

Chapter 2. Regional Landscapes and the Hydrologic Cycle

Iran-Watershed Management Science & Engineering. Vol. 9, No. 28, Spring 2015 AHP. E pu Ea E c E c Ol d.

Seepage Analysis for Shurijeh Reservoir Dam Using Finite Element Method. S. Soleymani 1, A. Akhtarpur 2

Envrionmental impact assessment of urban development plan by vulnerability model application

UGRC 144 Science and Technology in Our Lives/Geohazards

This is a refereed journal and all articles are professionally screened and reviewed

What Is Water Erosion? Aren t they the same thing? What Is Sediment? What Is Sedimentation? How can Sediment Yields be Minimized?

Flash Flood Guidance System On-going Enhancements

Earth Science S5E1b (EarthScienceS5E1b)

Storm rainfall. Lecture content. 1 Analysis of storm rainfall 2 Predictive model of storm rainfall for a given

Chapter IV MORPHOMETRIC ANALYSIS AND STREAM NETWORK CHARACTERISTICS IN GADAG DISTRICT

EARTH S CHANGING SURFACE

Running Water Earth - Chapter 16 Stan Hatfield Southwestern Illinois College

Empirical, Dimensionless, CumulativeRainfall Hyetographs Developed From Storm Data for Selected Small Watersheds in Texas

Determining the Suitable Sediment extraction Locations of Existing Sand and Gravel Mines on Boshar River in Iran using HEC-RAS Modeling

Emerging Needs, Challenges and Response Strategy

Design Flood Estimation in Ungauged Catchments: Quantile Regression Technique And Probabilistic Rational Method Compared

Soil and Water Conservation Engineering Prof. Rajendra Singh Department of Agricultural and Food Engineering Indian Institute of Technology, Kharagpur

ANALYSIS OF DEPTH-AREA-DURATION CURVES OF RAINFALL IN SEMIARID AND ARID REGIONS USING GEOSTATISTICAL METHODS: SIRJAN KAFEH NAMAK WATERSHED, IRAN

Dr. S.SURIYA. Assistant professor. Department of Civil Engineering. B. S. Abdur Rahman University. Chennai

Evaluating Earthquake Disaster Management in the Worn Urban Texture (Case Study: Farameh Neighbourhood, Damavand City)

Modeling soil erosion by water on agricultural land in Cenei, Timiş County, Romania

LINKING GULLY EROSION AND RAINFALL EROSIVITY

A STATIC 3D MODELING OF HYDROCARBONIC RESERVOIR WITH THE HELP OF RMS CASE study: THE SOUTH EAST ANTICLINE OF KHUZESTAN IRAN

Estimation of soil erosion rates using MPSIAC models (Case Study Gamasiab basin)

THE DEVELOPMENT OF RAIN-BASED URBAN FLOOD FORECASTING METHOD FOR RIVER MANAGEMENT PRACTICE USING X-MP RADAR OBSERVATION

Statistical Analysis of Climatological Data to Characterize Erosion Potential: 2. Precipitation Events in Eastern Oregon/Washington

ENGINEERING HYDROLOGY

INVESTIGATING CLIMATE CHANGE IMPACTS ON SURFACE SOIL PROFILE TEMPERATURE (CASE STUDY: AHWAZ SW OF IRAN)

FLOOD HAZARD MAPPING OF DHAKA-NARAYANGANJ-DEMRA (DND) PROJECT USING GEO-INFORMATICS TOOLS

ESTIMATION OF MORPHOMETRIC PARAMETERS AND RUNOFF USING RS & GIS TECHNIQUES

MODELLING FROST RISK IN APPLE TREE, IRAN. Mohammad Rahimi

Reviews of the Synoptic Patterns of the Most Severe Droughts, Watershed of Urumiyeh Lake

STUDY ON THE PRECISION OF 1-MINUTE X-BAND MP RADAR RAINFALL DATA IN A SMALL URBAN WATERSHED

Flood hazard mapping in Urban Council limit, Vavuniya District, Sri Lanka- A GIS approach

Investigation of long period amplifications in the Greater Bangkok basin by microtremor observations

Land and Water Summative Assessment. Name Date

GEOL 1121 Earth Processes and Environments

Surface Processes Focus on Mass Wasting (Chapter 10)

Floodplain modeling. Ovidius University of Constanta (P4) Romania & Technological Educational Institute of Serres, Greece

Volume 3, Issue 4: (2013) (Received: May 27, 2013; Accepted: July 03, 2013; Published: July 30, 2013) ISSN

Effect of land cover / use change on soil erosion assessment in Dubračina catchment (Croatia)

Presented at the FIG Working Week 2017, May 29 - June 2, 2017 in Helsinki, Finland. Denny LUMBAN RAJA Adang SAPUTRA Johannes ANHORN

Rainfall Analysis. Prof. M.M.M. Najim

Structural Analysis and Tectonic Investigation of Chamshir Dam Site, South West Zagros

6 th Grade Earth Science

Watershed Conservation Management Planning Using the Integrated Field & Channel Technology of AnnAGNPS & CONCEPTS

Haiti and Dominican Republic Flash Flood Initial Planning Meeting

Title: ArcMap: Calculating Soil Areas for Storm Water Pollution Prevention Plans Authors: Brandy Woodcock, Benjamin Byars

Ecoregions Glossary. 7.8B: Changes To Texas Land Earth and Space

UNIT SEVEN: Earth s Water. Chapter 21 Water and Solutions. Chapter 22 Water Systems. Chapter 23 How Water Shapes the Land

2017 Fall Conditions Report

Science of Natural Disasters: RIVERS& FLOODS! 27 April 2016

GIS model & modeling

EROSION AND SEDIMENT TRANSPORT IN A PROPOSED REGIONAL SANITARY LANDFILL. Jorge Rivera Santos 1 * Godofredo Canino 2

Urban storm water management

Analayzez credit demand function of rural processing industries, case study: eastern Azerbaijan

TEACHER BACKGROUND KNOWLEDGE. Surface Processes: Weathering and Erosion

INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN 40 C.F.R. PART PLANT YATES ASH POND 2 (AP-2) GEORGIA POWER COMPANY

Determination of flood risks in the yeniçiftlik stream basin by using remote sensing and GIS techniques

Transcription:

World Applied Sciences Journal 11 (1): 64-69, 2010 ISSN 1818-4952 IDOSI Publications, 2010 Study of the Temporal Distribution Pattern of Rainfall Effect on Runoff and Sediment Generation Using Rain Simulator (Case Study: Alvand Basin) 1 2 3 Hamidreza Mojaradi Gilan, Hasan Ahmadi, Mohammad Jaafari, 4 5 Mohammadreza Bihamta and Ali Salajegheh, 1 Graduated of Watershed Management from Islamic Azad University, Science and Research Branch, Tehran, Iran 2 Natural resources faculty, Tehran university 3 Agriculture Faculty, Tehran University, Iran 4 Natural resources faculty, Tehran University, Iran Abstract: One of the important and effective, but ignored variables on runoff and sediment generation is the temporal distribution pattern of rainfall. In this research, initially temporal rainfall variability patterns were determined in Alvand Watershed (located in the realm of cities of Ghasr-e-shirin and Gilan-e-qharb from Kermanshah province environs using pilgrim s average variability or ranking method. After determining and comparing local patterns with the American soil conservation service (SCS) type patterns, the effect of One hour, first quartile pattern on generation of runoff and sediment is examined for formations of Fars Group(Agajari, Mishan and Gachsaran). Based on the results, groups of continuous 1-3 hours and 3-6 hours storms displayed fourth and first quartile patterns, respectively and first quartile pattern being determined for total precipitation with various temporal bases. Comparing regional patterns with SCS type patterns showed no similarities among them. Then 1-hour storm with first quartile pattern on formations of Fars group was simulated using a non-pressure rain simulator, with the same conditions in terms of slope, direction, plant cover, Antecedent Moisture Condition (A.M.C) and Land use. Data obtained from the results of these simulations was analyzed using appropriate statistical distributions. Comparing the effect of temporal pattern within formations showed that correlations between variables of sediment, runoff, as well as runoff coefficient change as the rainfall patterns change within all formations, confirming the effect of temporal pattern on generation of runoff and sediment within formations. Overall result of these tests shows that Mishan marl has more sensitivity to the temporal pattern. Key words: Rainfall Temporal pattern Runoff and Sediment Generation-Alvand-Fars group INTRODUCTION Soil erosion is one of the problem and phenomena caused by human s improper and irrational interferences with nature. The first step taken to combat erosion is to study and estimate the type and rate of erosion in watershed which is made possible with the help of field data and experimental model. Considering complexity of nature, many different variables are involved in erosion quantity and quality. One of the most important of which is precipitation. From the water erosion point of view, rainfall is the most important and major type of precipitation. Temporal rainfall distribution is one of significant features of rainfall affecting the quantity and quality of erosion, unfortunately attracted less attention. Temporal rainfall distribution means the amount of rainfall volume per temporal periods of precipitation [1]. To study the effect of this factor on generation of runoff and sediment, it is initially necessary to determine the pattern of temporal rainfall distribution within studied region, then to simulate rainfall patterns determined on the soil of that region. This task can be done by using rainfall simulator device. With the aim of evaluating the effect of temporal Corresponding Author: Hamidreza Mojaradi Gilan, Graduated from Islamic Azad University-Science and Research Branch, Tehran, Kurdestan, Sanandej, Islamic Azad University, Agriculture Faculty, Iran. Tel: +0871-7272418 & +09183305402, Fax: +0871-2267711, E-mail: hd.mojaradi@gmail.com. 64

Fig. 1: Alvand Watershed rainfall distribution pattern on generation of runoff and using different methods like Huffs and pilgrim s methods. sediment, this research seeks to get answers to following Most performed studies had the aim of determining questions: regional pattern and comparing it with SCS type pattern and referred to here in the field of using rain-simulators for What is the temporal distribution pattern of rainfall natural resources research. Moloodi [2]. Mohammadzadeh like in the studied region? Does this pattern match [2]. Sheklabadi, Khademi and Charkhabi, Sharifi, Saffarpur, those of type SCS? Vakili and Ayyoobzadeh [2]; Razavi, Raissiyan, Sadeghi How dose rainfall pattern affect the generation of and Razavi on Karoon and Zayanderood basins [2]. runoff and sediment within Fars group formations? and finally, research project under heading of comparing runoff and sediment rate within Lahbari formation in sub- The study area is located in the realm of cities of basin Golalmort by using rain-simulator performed by Ghasr-e-shirin and Gilan-e-qharb from Kermanshah experts from the watershed management research center province of Iran (Fig. 1). There are all formations of Fars of Khuzestanprovince [3], 1998. Many studies have been group(agajari, Mishan and Gachsaran) in this basin. done about the effect of rainfall intensity on runoff and In the field of research done, following items can be sediment generation. Orsham [3] has studied runoff and referred to determining temporal distribution pattern sediment on different geological formations within Telvari et al. [2], for northern part of country have Abulfaress watershed, Ramhormoz, Khuzestan, using determined temporal rainfall patterns using different rain-simulator. He has done simulations of ten-minute descriptive and computational methods. Numerous storms on Agajari and Mishan formations for the 2.5%, studies have been performed around the world in the field 7.5%, 15% and 30% slopes and concluded that Mishan of determining temporal pattern of rainfall distribution and formation has less permeability but more erodibility than researchers have attempted to determine such patterns by Agajari formation dose. 65

Heshmati [4] has studied marl formations in Ghasr-e and sediment was examined separately for each variable shirin and Naftshahr in terms of geology and erosion. He and each formation with considering the pattern of has concluded that Agajari, Gachsaran and Pabadeh (marl temporal rainfall distribution and without considering this formations) fall in high erodible class; and formations of pattern states at 0.01 or 0.05 level of significance. Asmari, classic part of Imam-hassan from Gourpey formation fall in low-to-medium erodible class. Haeri [5] RESULTS has classified stones of Kermanshah province, in terms of erodibility, into 10 classes, with class 1 having the loosest Determining the Regional Temporal Distribution lithology and class 10 having the most stiff or permanent Patterns: As observed on the last row of the Table 1, lithology. temporal distribution patterns of 1-3h storms in Alvand In present research, formations of Agajari and watershed are represented, respectively, as follows: Mishan fall in erodible class 6 and formation of Gachsaran 4th-quartile events with 48.34%; 2nd-quartile with in class 7. 27.88%; 3rd-quartile with 15.94%; and 1st-quartile with 8.13%. In other words, 1-3h events within basin are of the MATERIALS AND METHODS type of fourth quartile, thus the highest volume of 1-3-hour duration storms occurs within fourth quartile or In the first phase of this research, temporal rainfall fourth 25% of storm duration. distribution patterns were defined for continuous 1-3, 3-6 Storms with different durations are of the firstand 6-12 hours groups using Pilgrim s average variability quartile type and 45.49% of total precipitation volumes or Ranking method. Also all continuous groups were with different temporal bases occur in the first quartile or determined and compared with type SCS patterns. After 25% of events duration followed by second determining regional temporal rainfall distribution (28.19%),third (17.35%),and fourth(8.81%) quartiles, patterns, in the second phase of research, 1-hour storms respectively. st with 1 -quartile pattern were simulated on under study formations using a rain simulator. Comparing Regional Temporal Distribution Patterns with SCS Type Patterns: The U.S.A. soil conservation Pilgrim s Average Variability Method: Pilgrim s and service has provided some patterns for suburbs and his coworkers descriptive method was based on urban areas in some parts of this country known as I, Ia, dimensionless cumulative curves, but because this II and III [7]. These patterns have been designed and method was not a suitable and actual indication of all extracted on the basis of data on rainfalls in certain parts, storms, they introduced another method, means Average so it is obvious that using them for other parts without variability or Ranking method by which they extracted being studied results in an increase in the rates of error temporal rainfall distribution patterns of storms with and risk [8]. In Iran, using type patterns by users is partly various durations for Sidney pluviograph station. justified due to not studying temporal rainfall distribution This method is based on breaking down heavy rainfalls pattern in many watersheds, but the truth is that using into rainfall blocks or segments and counting the such regional and local meteorological patterns and occurrence frequency of the biggest segment of rainfall in behaviors for other parts and with no study, has no different temporal states during rainfall period of time. scientific justification at all, unless they are compared This task is done repeatedly for remaining blocks and the carefully with regionally existing patterns before being mean of occurrence frequency of varied blocks or applied, then in the case of pattern agreement with segments during rainfall period is defined eventually. regional conditions and patterns they can be applied During the last phase, temporal rainfall distribution carefully and cautiously. With this aim, present research pattern is obtained [6]. compares 24-hours rainfall pattern for studied region with Table 1 presents, using Pilgrim s average variability that for 4-fold SCS types shown in Table 3. method, temporal distribution patterns of studied watershed storms with 1-3h duration Rainstorms Simulation: After determining regional The effect of temporal pattern on generation of runoff temporal rainfall distribution pattern, because of and sediment within formations. limitations of water supply, costs and time, just 1 hour In this phase, the degree of correlation between events over Fars group formations were simulated using measured amounts of runoff coefficient, runoff amount a non-pressure rain simulator. Test plots were chosen on 66

Table 1: Method of Average Variability for 1-3 hours storms in Alvand watershed. Rain in each period(mm) Rank of each period s rainfall period % of rain in period of each rank Rain(mm) Rank ------------------------------------------------- ----------------------------------------------- ---------------------------------------- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 1 0.8 8.1 18.1 1 4 2 1 3 65 29 4 3 10.7 2 0.8 3.05 2.9 3.95 4 2 3 1 37 29 27 7 8.1 3 1.5 3.5 0.3 2.8 3 1 4 2 43 35 19 4 9.3 4 1.75 3.05 1.6 2.9 3 1 4 2 33 31 19 17 11 5 2.7 0.3 0.3 7.7 2 3 3 1 70 25 3 3 8.8 6 3.2 2.65 0.75 2.2 1 2 4 3 36 30 25 9 10 7 0.3 0.4 2.85 6.45 4 3 2 1 65 29 4 3 4.8 8 0.65 2.15 0.4 1.6 3 1 4 2 45 33 14 8 27.1 9 6.85 4.8 2.35 13 2 3 4 1 48 25 18 9 14 10 0.5 6.2 4.7 2.6 4 1 2 3 44 34 19 4 12.5 11 3.3 1.3 4.65 3.25 2 4 1 3 37 26 26 10 22.5 12 13.3 1.75 1.5 5.95 1 3 4 2 59 26 8 7 6.4 13 1.2 3.8 0.45 0.95 2 1 4 3 59 19 15 7 18.9 14 4 2.8 4.1 8 3 4 2 1 42 22 21 15 13.8 15 1.95 2.80 6.1 2.95 4 3 1 2 44 21 20 14 9.6 16 0.95 1.2 3.05 4.4 4 3 2 1 46 32 13 10 Average 2.8 2.31 2.81 1.94 48.3 27.8 15.9 8.13 Standard Deviation 1.09 1.08 1.22 0.85 11.58 4.72 7.78 4.36 Assigned Rank 4 2 3 1 Period 1 2 3 4 Final pattern (% of total rainfall) 8.13 27.88 15.94 48.34 Table 2: Method of Average Variability for studied storms in Alvand watershed. Rain in each period(mm) Rank of each period s rainfall period % of rain in period of each rank Rain(mm) Rank ------------------------------------------------- ----------------------------------------------- ------------------------------------------- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 19 1 7.8 6 2.65 2.55 1 2 3 4 41.05 31.58 13.59 13.42 28.2 2 9.3 9.6 6.7 2.6 2 1 3 4 34.04 32.98 23.76 9.22 32.9 3 13.6 15.1 2.55 1.65 2 1 4 3 45.90 41.34 7.75 5.02 20.6 4 8.25 3.35 2.8 6.2 1 3 4 2 40.05 30.10 16.26 13.59 17.1 5 5.5 4.8 1.3 5.5 1 2 3 1 32.16 32.16 28.07 7.60 15.9 6 2.7 5.15 3.75 4.3 4 1 3 2 32.39 27.04 23.58 16.98 16.2 7 4.05 1.35 6.6 4.2 3 4 1 2 40.74 25.93 25.00 8.33 33.6 8 1.8 9.4 13.85 8.55 4 2 1 3 41.22 27.98 25.45 5.36 20.4 9 1.5 2.8 10.1 6 4 3 1 2 49.51 29.41 13.73 7.35 13.2 10 9.3 0.1 1.75 2.05 1 4 3 2 65.33 13.67 12.67 8.33 30 11 4.1 3.8 2.5 19.6 2 3 4 1 65.23 12.46 8.76 6.95 31.2 12 2.45 5.7 18.8 4.25 4 2 1 3 60.26 18.27 13.62 7.85 34.5 13 11.6 15.35 4.8 2.75 2 1 3 4 44.49 33.62 13.91 7.97 28.4 14 2.65 6.15 10.4 9.2 4 3 1 2 36.62 32.39 21.65 9.33 10.3 15 3.5 0.5 1.25 5.5 2 4 3 1 53.40 33.98 12.14 4.85 Average 4.47 2.40 2.53 2.40 45.49 28.19 17.35 8.81 Standard Deviation 7.99 1.12 1.19 1.06 11.12 7.89 6.57 3.41 Assigned Rank 4 2 3 1 Period 1 2 3 4 Final pattern (% of total rainfall) 8.81 28.19 17.35 45.49 Table 3: Comparing regional 24 hours storm patterns with SCS types. Pattern -------------------------------------------------------------------------------------------------------------------------------------------------------------------- Type First quartile Second quartile Third quartile Fourth quartile SCS(type I) 12.6 55.6 20 11.8 SCS(type IA) 20.4 46 19.4 14.2 SCS(type II) 8 25.9 58.3 7.8 SCS(type III) 7.2 42.8 42.9 7.1 Ghasre-shirin 17.6 21.68 28.7 32.02 67

Table 4: Comparing Fars group formations sensitiveness to temporal pattern of rainfall. Correlation in 2 states(with considering and non considering temporal Pattern)Confidence level=0.05 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Formation Correlation of Runoff coefficient Correlation of Runoff Correlation of Sediment Aghajari 0.822** 0.819** 0.634* Mishan 0.674* 0.686* 0.683* Gachsaran 0.079* 0.076* 0.042* *Correlation is significant at the 0.05 level(2-tailed) **Correlation is significant at the 0.01 level(2-tailed) 2 their size equal to 1m. Simulations with 3 repetitions were quarter (21.68) in Qasr-e-shirin station, but no similarity done on each formation twice, once with considering exists in the case of other temporal patterns and quarters. temporal rainfall pattern (first quartile) and once without So, it can be concluded that applying 24h rainfall SCS considering it. type patterns to Alvand watershed isn t allowed and Experiments were carried out under the same recommended at all. Applying this pattern- and of course, conditions of plant coverage, soil moisture (A.M.C.), other patterns- to other parts of Kermanshah province slope and direction of amplitude in order to reduce the isn t recommended too. number of independent variables and the effect of Fars group formations are generally sensitive to temporal distribution pattern of rainfall were examined. chemical destruction and water erosion [9]. Detrital Following conclusions were obtained based on measuring Agajari formation, as the newest formation of Fars group runoff and sediment as well as on the results of statistical in studied region, is predominantly located on flat areas analysis. Analysis of variance was used to test the and plains. This formation is vulnerable to water erosion statistical significance. because of having marl structure and all kinds of water As the Table 4 indicates, the effect of temporal erosion are observed on this formation, including rill, pattern on generation of runoff and sediment within stream, surface, gully (greatly in farming and plowed formations is significant. The correlations of 0.822 and lands) and river erosions. 0.819 were observed for the rates of runoff coefficient and Different types of soil have formed on Agajari runoff, respectively in both considering and non formation, but soil texture is loam-clay within this considering rainfall pattern states within Agajari formation. Major factor of erosion on this formation is the formation. material of formation since it stretches over low-steep Dependent variable of the amount of sediment for surfaces of the region. Of course, land use is considered considering and none considering states of rainfall as the major erosion factor on Gully erosion. In this pattern showed correlation of 0.634 at 0.05 significance formation, as shown in table 4, a significant correlation of level. 0.634(p=5%) is observed between dependent variable of For the Mishan, these correlations were 0.674, 0.686 sediment in both states of considering and nonand 0.683 respectively for runoff coefficient, runoff considering the pattern of temporal rainfall distribution. amount and sediment. This not so much strong correlation is indicative of the For Gachsaran formation and in both targeted states, effect of temporal rainfall distribution pattern on runoff coefficient, runoff and sediment correlations were generation of runoff and sediment. On the whole, the less 0.079, 0.076 and 0.042, respectively, which are close to the degree of correlation, the more the difference in zero. In other words, in this formation and in both studied sediment generation. states, a highly weak correlation is observed for the Like Agajari, Mishan formation consists of marl studied variables. Table 4 shows these correlations for formations, but with less stickiness. One difference three studied formations. between Mishan and Agajari is a considerable lack of plaster in Mishan formation. Mishan s marl is greatly DISCUSSION AND CONCLUSION calcic. Considering the role of plaster in reducing erosion, more sensitivity the calcic marl have than plaster marl is As seen in the Table 3, none of type SCS patterns is justified. in agreement, or even close to, temporal distribution Based on the results of analysis done, for both pattern of 24h rainfalls of Qasre-shirin station. Only type considering and non-considering the pattern of rainfall, II pattern within the second 25% of rainfall duration (25.9) the rates of runoff correlation (0.686), runoff coefficient is a bit close to the amount of this temporal precipitation (0.674) and sediment generation (0.683) in Mishan are 68

weaker than those for Agajari. This represents more 5. Ahmadi, M., 1999. Evaluation geological formation sensitive to temporal rainfall distribution pattern for dispersion in Kermanshah basins. In the proceedings this formation. In sum, it can be stated that compared of the 1999 watershed researches center of to Agajari marl, Mishan marl has more sensitivity as Kermanshah Conference, pp : 45-59. the pattern of temporal rainfall distribution changes. 6. Huff, F.A., 1990. Time Distributions of heavy Gachsaran formation showed less sensitivity to the rainstorms in Illinois. Illinois' State Water Survey, temporal pattern changes. Champaign,Circular 173. pp: 16. REFERENCES 7. Huff, F.A., 1967. Time distribution of rainfall in heavy storms. Water Resources Research, V., 3(4): 1007-1019. 1. Chow, V.T. Maidment D.R. and Mays L.W. 1988. 8. De Lima, J.L.M.P. and V.P. Singh, 2002. Applied Hydrology.McGraw Hill Book Company, The influence of the pattern of moving rainstorms New York.. on overland flow, Advances in Water Res., 2. Bidel, R., 2005. Temporal pattern of rainfall in 25(2002): 817-828. Kermanshah province. J. Water and Watershed, 9. Bahrami, M., 2009. Lithofacies and Sedimentary 2(3): 26-33. Environments of Aghajari Formation in Dehsheikh 3. Orsham, A., 1996. Comparing of runoff and Mountain,West of Shiraz, Iran. World Applied sediment yield in geological formations. In the Sciences J., 6(4): 464-473. proceedings of the 1996 watershed researches center of Khuzestan conference, pp: 81-89. 4. Heshmati, M., 1996. Examination of marl formations in Ghasr-e-shirin basin From the geology and erosion point of view. In the proceedings of the 1996 watershed researches center of Kermanshah Conference, pp: 12-21. 69