Management of the River Vedi Annual Runoff

Varduhi Margaryan,К.в Раевич

doi:10.1051/e3sconf/20197502003

Varduhi Margaryan, К.в Раевич

Open Access

https://doi.org/10.1051/e3sconf/20197502003

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Abstract

The article presents the following tasks for the Vedi river: to study and analyze the main physical and geographical factors determining the runoff; to collect, work out, analyze and estimate the results of factual hydro-meteorological observations of the river basin; to discover and analyze the features of intra-year distribution of the river runoff basin; to study dynamic changes of the river runoff; to create the methods of long-term forecasting of monthly and annual runoff; to create a map of spatial distribution of the river runoff. For these purposes were used the data of hydrological and meteorological stations, points of basin observations and mathematical-statistic, geographic, mapping, analytical and correlation methods.

Highlights

The Vedi river is the left tributary of the Araks, Fig. 1
The Vedi river basin is located on 800-2800 m height of Armenian volcanic plateu: the average sea level height is 2090 m
Taking into account all the above-mentioned, the following tasks have been solved: - to study and analyze the main physical and geographical factors determining the runoff; - to collect, work out, analyze and estimate the results of factual hydro-meteorological observations of the river basin; - to discover and analyze the features of intra-year distribution of the river runoff basin; - to study dynamic changes of the river runoff; - to create the methods of long-term forecasting of monthly and annual runoff; - to create a map of spatial distribution of the river runoff

Summary

Introduction

The Vedi river is the left tributary of the Araks, Fig. 1. The Vedi river basin is located on 800-2800 m height of Armenian volcanic plateu: the average sea level height is 2090 m. River – point lade sourc e average average balanced square, km[2] average balanced height. The waters of the river are completely used for irrigation in the middle and lower flows. The main significance lies in the studying of features of intra-year distribution of the river runoff, the estimation and management of the river runoff

Tasks and solution methods

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Findings

Conclusion