CNRFC - Hydrology - River Guidance - Tabular Data

Location:

# NOTE 1: # NOTE 2: # NOTE 3: # NOTE 4:

KLAMATHRUSNAPSOUTHBAYSALINASSOCALSANDIEGOUPRSACLWRSACFTHRYUBAAMERICANCAPUTAHTULARESANJOAQNSANJOAQESIERRAHUMBOLDT = window.location.search; = new URLSearchParams(queryString); = window.location.href.split('?')[0] + "?" + urlParams.toString(); class="head">WEST WALKER RIVER - HOYE BRIDGE (HOYN2)
Latitude: 38.73º N Longitude: 119.43º W Elevation: 4980 Feet
Location: Douglas County in Nevada Bulletin Group: Eastern Sierra River Group: Eastern Sierra
Issuance Time: Feb 13 2026 at 1:00 PM PST Next Issuance: Feb 14 2026 at 9:00 AM PST width="16%">
Action/Monitor: 7.0 Feet Minor Flood: 8.0 Feet Moderate Flood: 9.0 Feet Major Flood: 10.0 Feet

# Tabular Observed and Forecast Hydrograph Information Walker River - Hoye Bridge (HOYN2) 02/13/2026 at 01:03 PM PST Date & Time of Maximum Observed: 02/13/2026 at 12:00 PM PST 0.90 Feet 22 cfs & Time of Maximum Forecast: 02/13/2026 at 03:00 PM PST 0.91 Feet 23 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 0.84 19 Normal 0.83 18 - Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.82 18 - Normal 0.82 18 0 Normal 0.82 18 0 Normal 0.82 18 0 Normal 0.82 18 0 Normal 0.82 18 0 Normal 0.82 18 0 Normal 0.82 18 0 Normal 0.83 18 + Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.84 19 + Normal 0.83 18 - Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.84 19 + Normal 0.84 19 0 Normal 0.83 18 - Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.83 18 0 Normal 0.84 19 + Normal 0.84 19 0 Normal 0.84 19 0 Normal 0.85 19 + Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.85 19 0 Normal 0.86 20 + Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.87 20 + Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.86 20 - Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.87 20 + Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.88 21 + Normal 0.89 22 + Normal 0.89 22 0 Normal 0.90 22 + Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 0.90 22 Normal 0.90 22 0 Normal 0.91 23 + Normal 0.91 23 0 Normal 0.91 23 0 Normal 0.90 22 - Normal 0.90 22 0 Normal 0.90 22 0 Normal 0.90 22 0 Normal 0.90 22 0 Normal 0.90 22 0 Normal 0.89 22 - Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.89 22 0 Normal 0.88 21 - Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.88 21 0 Normal 0.87 20 - Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.87 20 0 Normal 0.86 20 - Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal 0.86 20 0 Normal Stages are rounded to the nearest hundredth (.01) of a foot. Flows are rounded to the nearest (1) cfs. Trends are determined using hourly change in unrounded stage and flow. Maximum Values are determined using unrounded stage and flow. End Web Content -->
communication-links"> class ="two-third-first nopad">