Skip to main content

Hydrology Tutorial on Flood


 Floods refer to the overflow of water onto normally dry land, often caused by heavy rainfall, melting snow, or dam failure. They can cause significant damage to infrastructure, agriculture, and human settlements. Studying floods is crucial as it helps us understand their causes, patterns, and impacts on both the natural environment and human societies. This knowledge enables us to develop effective strategies for flood prevention, mitigation, and response, ultimately saving lives and minimizing economic losses. Click here to see the tutorial.

Below is the brief outline :
Outline :
1. Definition
2. Empirical method of Flood Peak Estimation
Rational Equation
Unit hydrograph technique
Flood frequency studies
3. Rational Method
Time of Concentration
Rainfall Intensity
4. Characteristics of Empirical Formulae
5. Dickens Formula
6. Ryves Formula
7. Inglis Formula
8. Fullers Formula
9. Baird and Mcillwraith(1951)
10. Estimation of Flood from Frequency Analysis
11. Probable density function (PDF) 
Gumbel distribution
Normal Distribution
Log-Normal Distribution
Normal distribution of the Logarithm of Variate.
Pearson Type III Distribution
Log-Pearson Distribution
Pearson distribution of the Logarithm of the Variates.
12. Plotting Position Probability(PPP)
Bulletin 17B PPP
Weibull PPP for Uniformly Distributed Dataset
Hazen PPP for Uniformly Distributed Dataset
Cunnane PPP for Uniformly Distributed Dataset
13. Determination of the Flood Magnitude
Hydrologic Frequency Analysis
14. Adjustment for Urbanization
Rational Equation(modified for urbanization)
                                                                                                                                                                 15. Urban Adjustment Factor(Leopold,1968)
16. Probable Maximum Precipitation
Hershfield Method
Frequency Factor Calculation
Homogeneity of Dataset

Popular posts from this blog

Free Ecourse on MCDM Techniques

1) ELECTRE : ELIMINATION AND CHOICE TRANSLATING REALITY 2)FMAE : FAILURE MODE EFFECTS ANALYSIS 3)MAUT : MULTI ATTRIBUTE UTILITY THEORY 4&5)PROMETHEE : PREFERENCE RANKING ORGANIZATION METHOD FOR ENRICHMENT EVALUATION (One and Two) 6)RA : RELIABILITY ANALYSIS 7)WSM : WEIGHTED SUM METHOD 8)WPM : WEIGHTED PRODUCT METHOD 9)DELPHI Method All these are free video tutorials. For case studies and project ideas please upgrade to Paid Member. Click here  to procure in INR: Other than INR :  Click here You may also like : HydroGeek: The newsletter for researchers of water resources https://hydrogeek.substack.com/ Baipatra VSC: Enroll for online courses for Free http://baipatra.ws Energy in Style: Participate in Online Internships for Free http://energyinstyle.website Innovate S: Online Shop for Water Researchers https://baipatra.stores.instamojo.com/ Call for Paper: International Journal of HydroClimatic Engineering http://energyinstyle.website/journals/ Hydro Geek Newsletter Edition...

Retention Change Indicator

Watershed retain water from rainfall within its soil pores and depressions available in the basin. If this capacity of retention get receeded there will be stress on the supply of both water and food to dependent consumers. Check, whether the watershed on which you are staying maintains a healthy retention capacity ? A new tool will help you to ascertain the same and make you prepared for the uncertainties that may come if the retention capacity of your watershed has changed negatively. Get the tool from www.baipatra.ws Thanks, Mrinmoy

20 Important Fluid Mechanics MCQs for GATE and Engineering Interviews—with Answers and Explanations

Click here to access the full post : https://hydrogeek.substack.com/p/interviewgate-questions-on-fluid?r=c8bxy Fluid Properties and Hydrostatics Q1. A Newtonian fluid has a dynamic viscosity of 0.5 Pa·s and a shear rate of 20 s⁻¹ at a point. What is the shear stress at that point? (a) 5 Pa (b) 10 Pa (c) 15 Pa (d) 25 Pa Answer: (b) 10 Pa — Shear stress = μ × (du/dy) = 0.5 × 20 = 10 Pa, following Newton’s law of viscosity. Q2. The pressure at a depth of 5 m below the free surface of water (density 1000 kg/m³) is approximately: (a) 5 kPa (b) 49 kPa (c) 98 kPa (d) 500 kPa Answer: (b) 49 kPa — Using , Pa ≈ 49 kPa. Q3. A cube of density 800 kg/m³ floats in water of density 1000 kg/m³. What fraction of the cube’s volume is submerged? (a) 0.6 (b) 0.7 (c) 0.8 (d) 0.9 Answer: (c) 0.8 — By Archimedes’ principle, submerged fraction = ρ_body/ρ_fluid = 800/1000 = 0.8. Q4. The excess pressure inside a spherical air bubble of radius r immersed in a liquid with surface tension σ is given by: (a) σ/r...