Tributary Info
Exploration Summary: Tributary #1941198
Tributary #1941198 is a major watercourse system located in Perak River; Network at coordinates 5.0708° N, 101.2000° E. Symphony of Horizon estimates a main-stem length of 2.83 km and a drainage basin area of 14.54 km² from its hydrological network database. The river system reaches Strahler stream order 2 and connects an extensive network of tributaries across its catchment area. This profile combines river-network geometry, basin characteristics, hydrological modeling, geomorphometric measurements, elevation analysis, and environmental indicators to provide a comprehensive scientific overview of the Tributary #1941198 system.
Frequently Asked Questions About Tributary #1941198
Tributary #1941198 is part of the Perak River drainage system. Geographically, it lies approximately at coordinates 5.0708° N, 101.2000° E. You can inspect its spatial position and geographic boundaries on the interactive map above.
Tributary #1941198 features a main stem length of 2.83 km and drains a watershed covering 14.54 km². It operates with a Strahler stream order of 2.
Tributary #1941198 was formed through regional geomorphological processes, shaped by long-term weathering, lithological structures, and tectonic movement.
Yes, Tributary #1941198 can be explored. You can find nearby routes, natural discovery points, and regional markers under the "Nearby Discovery" tab. Visitors should check local environmental regulations and travel advisories before planning a visit.
| Main Stem | 2.83 km |
| Total System | 3.99 km |
| Basin Area | 14.54 km² |
| Order | 2 |
| River Order | 2 |
| Drainage Area | 14.54 km² |
| Main Stem | 2.83 km |
| Total Length | 3.99 km |
Hydrological network complexity, bifurcation dynamics and drainage patterns
An index of how finely carved the basin is. A **Coarse** texture indicates a **highly resistant surface with low runoff density**.
The Elongation Ratio of **1.520** indicates that this catchment is **relatively circular, which typically corresponds to high peak discharge velocity during flood stages**.
An average Bifurcation Ratio ($R_b$) of **1.00** suggests a **highly structural-fault-driven layout with elevated peak run-offs**.
Contributes 100% of total flow
Glacier Share: 0% from 0.0 km² area
Max monthly average runoff rate
This river system is primarily fed by seasonal precipitation, driving warm and nutrient-dense aquatic environments.
This river system drains and interacts directly with the **Hulu Perak Basin** catchment. Environmental factors, soil composition, and precipitation patterns within this basin directly determine the river's flow dynamics and water budget.
The water budget of this river segment is modeled using a dual-input empirical hydrological algorithm:
- Rainwater Runoff: Estimated via localized precipitation depth, calibrated by spatial intersection with high-resolution global basins.✓ Hydration successful: Intersected with real localized precipitation datasets.
- Glacier Meltwater: Tracks upstream glaciers within a 10 km spatial buffer of the headwater network. Glacier ablation is modeled at a baseline rate of 2.5m/year ice-equivalent depth, distributed monthly based on seasonal solar elevation in the hemisphere.
- Assumptions: Calculations use a dynamic, basin-specific runoff coefficient ($C_{\text{dynamic}} = 0.470, meaning 47.0% of precipitation is converted to river flow). This dynamic factor is calculated as the ratio of local annual runoff to precipitation ($R/P$) from HydroSHEDS basin data to resolve local evapotranspiration and soil permeability factors.
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