- Home
- Civil Engineering Homework Help
- hydrology Homework Help
hydrology Homework Help | hydrology Assignment Help
Excel in Exams with Expert hydrology Homework Help Tutors.
Trusted by 1.1 M+ Happy Students
Expert Hydrology Homework Help at My Homework Help
Navigate the Waters of Hydrology with Ease
Hydrology, the study of water, its properties, distribution, and effects on the earth and its atmosphere, is a complex yet fascinating subject. However, due to its complexity, students often find themselves overwhelmed by hydrology assignments.Tutorbin.com understands these challenges and offers comprehensive hydrology homework assistance to make the learning process smoother and more effective.
10 Steps to Conquer Your Hydrology Assignment
- Prioritize Your Assignments: Begin with a solid plan, ranking tasks by importance and deadline.
- Break Down the Task: Divide larger assignments into smaller, manageable sections.
- Tackle Difficult Subjects First: Address the most challenging topics early on to make the rest seem easier.
- Manage Your Time Wisely: Allocate specific times for each task to ensure progress.
- Leverage Available Resources: Don’t hesitate to seek help from friends, family, or online resources.
- Stay Motivated: Keep your end goal in mind to maintain focus and dedication.
- Avoid Multitasking: Focus on one task at a time for more efficient learning.
- Take Regular Breaks: Short breaks can refresh your mind and enhance productivity.
- Seek Online Homework Help: Utilize online platforms for guidance and solutions.
- Consult with Tutors: Tutors can provide invaluable insights and personalized assistance.
Why Choose Tutorbin.com for Hydrology Assistance?
Expert Guidance
Expert Guidance
Our platform boasts over 600 full-time and 900 part-time tutors, all specialists in their respective fields, including hydrology. With their expertise, students receive not just answers but a deeper understanding of hydrology principles.
Comprehensive Coverage
Whether you're dealing with surface water hydrology, groundwater studies, marine hydrology, or any other sub-discipline, our experts are equipped to provide targeted assistance for all your hydrology homework needs.
Tailored Support
Understanding that hydrology is not a subject mastered overnight, we offer step-by-step guidance and in-depth analyses to ensure students grasp each concept clearly and confidently.
Benefits of Our Hydrology Homework Help
- Expert Assistance: Access to over 5000 PhD-qualified experts ready to tackle any hydrology topic.
- Affordability: Competitive pricing complemented by amazing discounts.
- Round-the-Clock Availability: Our services are available 24/7, ensuring you get the help you need anytime.
- Confidentiality: We guarantee the privacy and security of your information.
- Satisfaction Guaranteed: With free unlimited revisions, we strive for your 100% satisfaction.
- Submit Your Assignment: Easily upload your hydrology homework details on our website.
- Receive a Price Quote: Get a transparent quote for the completion of your assignment.
- Make Payment: Securely pay for the services through our safe payment options.
- Get Your Solutions: Receive well-explained and accurate hydrology homework solutions before your deadline.
What is Hydrology?
Hydrology is the scientific study of water's movement, distribution, and quality across Earth's surface and sub-surface environments. It is essential for understanding the water cycle, managing water resources, and solving water-related problems in environmental, agricultural, and engineering contexts.
How We Assist in Hydrology Homework?
At Tutorbin, we streamline the process of getting homework assistance:
The My Homework Help Advantage
Choosing Tutorbin.com for your hydrology assignments ensures not just the completion of your homework but a comprehensive learning experience. With our expert tutors, affordable prices, and 24/7 availability, mastering hydrology has never been easier. Join us today and experience the difference in your grades and understanding of hydrology.
Recently Asked hydrology Questions
Expert help when you need it- Q1: 1 . \quad \Delta \mathrm{S}=\mathrm{P}-(\mathrm{E}+\mathrm{T}+\mathrm{I}+\mathrm{Q}) \text { 2. } \quad \text { Average precipitation }=\left(\Sigma \mathrm{P}_{\mathrm{i}} \mathrm{A}_{i} / \Sigma \mathrm{A}_{\mathrm{i}}\right) \text { 3. } \quad Q_{p}=C I A \text { 4. } \quad f=f_{\mathrm{c}}+\left(f_{0}-f_{\mathrm{c}}\right) \mathrm{e}^{-\mathrm{kt}} \begin{aligned} &5 \text { . }\\ &F(t)=\int_{0}^{t} f d t=f_{c} t+\left[\frac{f_{0}-f_{c}}{k}\right]\left(1-e^{-k t}\right) \end{aligned} \text { 8. } \quad H=\frac{p}{\gamma}+z+\frac{v^{2}}{2 g} \text { 9. } E=y+\frac{Q^{2}}{2 g A^{2}} \text { 10. } y_{c}=\left(\frac{q^{2}}{g}\right)^{1 / 3} \text { 11. } \frac{Q^{2}}{g}=\left(\frac{A^{3}}{B}\right) \text { 12. } \quad F_{r}=\frac{V}{\sqrt{g D}} \text { 12a. } \quad \frac{y_{2}}{y_{1}}=\frac{\sqrt{1+8 F_{r 1}^{2}}-1}{2} \text { 13. } Q=\frac{C_{n}}{n} A R_{h}^{2 / 3} S_{0}^{1 / 2} \text { 14. Area }=\frac{h}{2}\left[y_{0}+2\left(y_{1}+y_{2}+y_{3}+\ldots \ldots+y_{n-1}\right)+y_{n}\right] \begin{aligned} &15\\ &T_{R}=\frac{D}{2}+t_{p} \end{aligned} \text { 16. } \quad Q_{p}=\frac{484 A}{T_{R}} \text { 17. } \quad t_{p}=\frac{l^{0.8}(S+1)^{0.7}}{1900 y^{0.5}} \text { 18. } \quad S=\frac{1000}{C N}-1 \begin{array}{ll} 19 . & B=1.67 \mathrm{~T}_{\mathrm{R}} \end{array} \text { 20. Snyder's method } \text { 21. } \quad t_{p}=C_{t}\left(L L_{c}\right)^{0.3} \text { 22. } \quad Q p=\frac{640 C_{p} A}{t_{p}} \text { 23. } \quad \mathrm{T}_{\mathrm{b}}=3=\mathrm{t}_{\mathrm{p}} / 8 \text { 24. } \quad I-Q=\frac{\Delta S}{\Delta t} \text { 25. } \quad \frac{I_{1}}{2}+\frac{I_{2}}{2}-\frac{Q_{1}}{2}-\frac{Q_{2}}{2}=\frac{S_{2}-S_{1}}{\Delta t} \text { 26. } \quad S=K[x I+(I-x) Q] \text { 27. } \quad S_{2}-S_{1}=K\left[x\left(I_{2}-I_{1}\right)+(1-x)\left(Q_{2}-Q_{1}\right)\right] \text { 28. } \quad Q_{2}=C_{0} I_{2}+C_{1} I_{1}+C_{2} Q_{1} \text { 29. } \quad C_{0}=\frac{-K x+0.5 \Delta t}{D} \text { 30. } \quad C_{1}=\frac{K x+0.5 \Delta t}{D} \text { 31. } \quad C_{2}=\frac{K-K x-0.5 \Delta t}{D} \text { 32. } D=K-K x+0.5 \Delta t \text { 33. } \quad\left(I_{n}=I_{n+1}\right)+\left(\frac{2 S_{n}}{\Delta t}-Q_{n}\right)=\left(\frac{2 S_{n+1}}{\Delta t}+Q_{n+1}\right) See Answer
- Q2: 1. (15 points) Water requirements to bring the level to the fixed from a Class A pan and rainfall observations for a monitoring station are as follows: Estimate the evaporation for each day.а. b. If the pan coefficient is 0.70, estimate the lake evaporation in inches and acre-feet for a nearby reservoir with a surface area of 250 acres.See Answer
- Q3: 3. (20 points) Repeat problem 3 for Cairo in January, when the average net radiation is 40 W/m, the air temperature is14°C, the relative humidity is 65%, and the wind speed is2.0 m/s at a height of 2 m.See Answer
- Q4: 4. (20 points) Glacier melting forms an important water resource for some parts of the world. Estimate the maximum annual yield of water in acre-feet from a 1 mi?surface area glacier in Nepal (latitude of 30° N) across a year, assuming clear skies (i.e., using R values from Table4.4 in the notes) and that the glacier surface has properties typical of old snow.See Answer
- Q5: 5. (20 points) If the average temperature on a day in June was25°C at a humid location with a latitude of 40° N, and the measured solar radiation was R, = 23 MJ/m?/day, calculate the net radiation for a field with an albedo of 0.23.See Answer
- Q6: 6. (20 points) Estimate the reference evapotranspiration in mm/day using the FAO Penman-Monteith Equation for a location where the net radiation was 20 MJ/m2/day, the mean temperature was 28°C, the dew point was 21°C, and the mean wind speed at a height of 10 m was 1.5 m/s. FAO suggests using the following formula to estimate the wind speed at 2 m based on measurement at a different height z(m):See Answer
- Q7: 2. (15 points) For Cairo, Egypt in July, the average net radiation is 185 W/m2, the air temperature is 28.5°C, the relative humidity is 55%, and the wind speed is 2.7 m/s at a height of 2 m. Calculate the open water evaporation rate in mm/day using the energy method (E,), the aerodynamic method (E), and the combined method.See Answer
- Q8: 8- Brutsaert (2005, Fig. 13.12) gives fits of five different probability distributions to maximum annual flood data for a basin in Arizona. What insights about the limitations and strengths of these five different probability models do you get from this plot? Be precise in your answer. See Answer
- Q9: 9- Stream flow record lengths are generally short. To estimate exceedance probabilities, it is a common practice to fit frequency functions to annual flood data.Flood quantiles are computed from the fits of frequencies to different gauging stations in a homogeneous region on which regional quantile regressions are done.Obtain an empirical cumulative frequency function for the maximum annual flood date given below (Q in cfs) using (i) Weibull plotting position formula. (ii) Fit a log-Pearson type III distribution to this data. Show your calculations clearly (Seehttps://streamflow.engr.oregonstate.edu/analysis/floodfreq/index.htmhttps://streamflow.engr.oregonstate.edu/analysis/floodfreq/meandaily_example.htandmas a guide for your calculations) (iii) Calculate flood quantiles with 25 period and 125 yr return period from the two methods, and briefly discuss your reasons for differences/similarities in the computed values. See Answer
- Q10: 7- Using the total direct runoff hydrograph given below, derive a unit hydrograph for the 1715-ac drainage area. See Answer
- Q11: 3- (A) The mean annual precipitation (P) is 700 mm. The mean annual potential evapo-transpiration(PET) is 200 mm. Estimate total runoff, runoff coefficient and actual evaporation. (4 pts) (B) Now, assuming the size of the watershed storage equal to 400 mm, and assuming that rainfall and ET occurs at different times, with rainfall preceding ET; estimate the total runoff and actual evapo-transpiration. (3 pts) (C) Now, assuming the size of the watershed storage equal to 100 mm, and assuming that rainfall and ET occurs at different times, with rainfall preceding ET; estimate the total runoff and actual evapo-transpiration. (3 pts)See Answer
- Q12: \text { 1. } \quad \Delta S=P-(E+T+I+Q) \text { 2. Average precipitation }=\left(\Sigma P_{i} A_{i} / \Sigma A_{i}\right) \text { 3. } \quad Q_{p}=C I A \text { 4. } f=f_{c}+\left(f_{0}-f_{c}\right) e^{-k t} F(t)=\int_{0}^{t} f d t=f_{c} t+\left[\frac{f_{0}-f_{c}}{k}\right]\left(1-e^{-k t}\right) \text { 8. } \quad H=\frac{p}{\gamma}+z+\frac{v^{2}}{2 g} \text { 9. } E=y+\frac{Q^{2}}{2 g A^{2}} \text { 10. } y_{c}=\left(\frac{q^{2}}{g}\right)^{1 / 3} \text { 11. } \frac{Q^{2}}{g}=\left(\frac{A^{3}}{B}\right) \text { 12. } \quad F_{r}=\frac{V}{\sqrt{g D}} \text { 12a. } \quad \frac{y_{2}}{y_{1}}=\frac{\sqrt{1+8 F_{r 1}^{2}}-1}{2} \text { 13. } Q=\frac{C_{n}}{n} A R_{h}^{2 / 3} S_{0}^{1 / 2} \text { 14. Area }=\frac{k}{2}\left[y_{0}+2\left(y_{1}+y_{2}+y_{3}+\ldots \ldots+y_{n-1}\right)+y_{n}\right] \text { 15. } \quad T_{R}=\frac{D}{2}+t_{p} \text { 16. } \quad Q_{p}=\frac{484 A}{T_{R}} \text { 17. } \quad t_{p}=\frac{l^{0.8}(S+1)^{0.7}}{1900 y^{0.5}} \text { 18. } \quad S=\frac{1000}{C N}-1 \text { 19. } \quad B=1.67 \mathrm{~T}_{\mathrm{R}} \text { 20. Snyder's method } \text { 21. } \quad t_{p}=C_{t}\left(L L_{c}\right)^{0.3} \text { 22. } \quad Q p=\frac{640 C_{p} A}{t_{p}} \text { 23. } \quad \mathrm{T}_{\mathrm{b}}=3=\mathrm{t}_{\mathrm{p}} / 8 \text { 24. } \quad I-Q=\frac{\Delta S}{\Delta t} \text { 25. } \frac{I_{1}}{2}+\frac{I_{2}}{2}-\frac{Q_{1}}{2}-\frac{Q_{2}}{2}=\frac{S_{2}-S_{1}}{\Delta t} \text { 26. } \quad S=K[x I+(I-x) Q] \text { 27. } \quad S_{2}-S_{1}=K\left[x\left(I_{2}-I_{1}\right)+(1-x)\left(Q_{2}-Q_{1}\right)\right] \text { 28. } \quad Q_{2}=C_{0} I_{2}+C_{1} I_{1}+C_{2} Q_{1} \text { 29. } \quad C_{0}=\frac{-K x+0.5 \Delta t}{D} \text { 30. } \quad C_{1}=\frac{K x+0.5 \Delta t}{D} \text { 31. } \quad C_{2}=\frac{K-K x-0.5 \Delta t}{D} \text { 32. } D=K-K x+0.5 \Delta t \text { 33. } \quad\left(I_{n}=I_{n+1}\right)+\left(\frac{2 S_{n}}{\Delta t}-Q_{n}\right)=\left(\frac{2 S_{n+1}}{\Delta t}+Q_{n+1}\right) See Answer
- Q13: 6.19. A 6-ac basin is to be developed into 2 ac of commercial development(C 0,95) and 4 ac of park (C 0.2), as sketched in Figure P6-19 . Using the tabulated IDF information, what should be the design flow at the inlet? See Answer
- Q14: Q=2 \pi K b \frac{h_{2}-h_{1}}{\ln \left(r_{2} / r_{1}\right)}See Answer
- Q15: 5- The initial rate of infiltration for a watershed is estimated as 2.1 in/hr, the final capacity is 0.2in/hr, and the time constant, k, is 0.4 hr1. Use Horton's Equation to find: (A) The infiltration capacity at t = 2 hr and t = 6 hr. (4 pts) (B) The total volume of infiltration over the 6-hr period. (4 pts)See Answer
- Q16: Determine: The discharge rate in a 1.52-m reinforced concrete pipe (RCP) (n = 0.013) on a slope of 0.005 flowing full. The discharge rate if the water depth is 0.91 m. Compute the water depth for discharge rate of 1.70 m³/s.See Answer
- Q17: Calculate the plotting position of the following maxima flows in m/s: 150, 310, 280, 160, 480, 550, 600, 225 See Answer
- Q18: \text { 4. } f=f_{\mathrm{c}}+\left(f_{0}-f_{\mathrm{c}}\right) \mathrm{e}^{-\mathrm{k}}See Answer
- Q19: 10- Answer the following questions. (A) What is the source of shortwave radiation? (1 pts) (B) Consider a vegetated surface that receives net radiation. When the storage of heat is negligible, the net radiation input is balanced by the energy loss related to two important energy transfer processes. List the two processes and briefly explain them. (2 pts) (C) What happens to the intercepted water? (1 pts) (D) What is stemflow? (1 pts) (E) What is gross precipitation and how is it different from net precipitation? (2 pts) (F) When the Actual Evapotranspiration can be equal to the Potential Evapotranspiration? (1pts) (G) What device can be used to estimate infiltration capacity? (1 pts) (H) What is the difference between infiltration and percolation? (2 pts) (I) What is the "annual-maximum series of 30-minute rainfall"? Briefly explain how it is constructed from rainfall data. (3 pts) (J) what is the main expectation from an Integrated Watershed Management approach? (2pts)See Answer
- Q20: \text { 11. } y_{c}=\left(\frac{q^{2}}{g}\right)^{1 / 3} \frac{Q^{2}}{g}=\left(\frac{A^{3}}{B}\right)See Answer
Popular Subjects for hydrology
You can get the best rated step-by-step problem explanations from 65000+ expert tutors by ordering TutorBin hydrology homework help.Get Instant hydrology Solutions From TutorBin App Now!
Get personalized homework help in your pocket! Enjoy your $20 reward upon registration!
"After using their service, I decided to return back to them whenever I need their assistance. They will never disappoint you and craft the perfect homework for you after carrying out extensive research. It will surely amp up your performance and you will soon outperform your peers."
"Ever since I started using this service, my life became easy. Now I have plenty of time to immerse myself in more important tasks viz., preparing for exams. TutorBin went above and beyond my expectations. They provide excellent quality tasks within deadlines. My grades improved exponentially after seeking their assistance."
"They are amazing. I sought their help with my art assignment and the answers they provided were unique and devoid of plagiarism. They really helped me get into the good books of my professor. I would highly recommend their service."
"The service they provide is great. Their answers are unique and expert professionals with a minimum of 5 years of experience work on the assignments. Expect the answers to be of the highest quality and get ready to see your grades soar."
"They provide excellent assistance. What I loved the most about them is their homework help. They are available around the clock and work until you derive complete satisfaction. If you decide to use their service, expect a positive disconfirmation of expectations."
TutorBin helping students around the globe
TutorBin believes that distance should never be a barrier to learning. Over 500000+ orders and 100000+ happy customers explain TutorBin has become the name that keeps learning fun in the UK, USA, Canada, Australia, Singapore, and UAE.
