У нас вы можете посмотреть бесплатно Design Storm vs Design Flood – Key Differences & Common Mistakes Explained или скачать в максимальном доступном качестве, видео которое было загружено на ютуб. Для загрузки выберите вариант из формы ниже:
Если кнопки скачивания не
загрузились
НАЖМИТЕ ЗДЕСЬ или обновите страницу
Если возникают проблемы со скачиванием видео, пожалуйста напишите в поддержку по адресу внизу
страницы.
Спасибо за использование сервиса ClipSaver.ru
📘 Description Are you confusing your inputs with your outputs? In hydrological modelling, the distinction between a Design Storm and a Design Flood is the difference between a resilient design and an engineering failure. This video breaks down the technical "traps" that even experienced modellers fall into. We explore why the common "Probability Neutrality" assumption often fails, why the Time of Concentration (Tc) is not always your Critical Duration, and how older temporal pattern methods like the Average Variability Method (AVM) can dangerously smooth out peak flows. We also dive deep into the technical nuances of Embedded Bursts—where a sub-period of intense rain within a larger storm carries a much rarer probability than the storm itself—and how different catchments react to the "peakedness" of rainfall. Finally, we discuss why the industry is moving toward Ensemble and Monte Carlo approaches to capture the true joint probability of flood events. Also watch the related videos on Time of Concentration and Critical Storm Duration: How to Calculate Time of Concentration | Physically-Based & Empirical Methods Explained • How to Calculate Time of Concentration | P... How to Find the Critical Design Storm: Automate RORB Post-Processing with Python & Excel • How to Find the Critical Design Storm: Aut... ⏱️ Timestamps 00:00 – Introduction 00:35 – Design Storm vs Design Flood (Input vs Output) 01:07 – The Probability Neutrality Assumption 01:43 – Critical Duration vs Time of Concentration 02:25 – Temporal Pattern Confusion 02:35 – Averaged Temporal Patterns 02:54 – Embedded Burst Problem 03:28 – Catchment Sensitivity to Peakedness 03:46 – Why This Matters in Real Design 04:08 – Modern Ensemble & Monte Carlo Approaches 04:27 – Key Takeaways 🔎Keywords: #hydrology #hydrologicalmodelling #floodmodelling #floodestimation #designstorm #designflood #ARR #drainagedesign #timeofconcentration #montecarlo #ensemblemodelling #temporalpatterns #embeddedburst #peakflow