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">TEMESCAL CREEK - CORONA (TSLC1)
Latitude: 33.89º N Longitude: 117.56º W Elevation: 600 Feet Forecast Type: Unofficial Location
Location: Riverside County in California Bulletin Group: Southern California River Group: Southern California
Issuance Time: Mar 14 2026 at 9:25 AM PDT Next Issuance: Mar 15 2026 at 9:00 AM PDT width="16%">
Action/Monitor: N/A Minor Flood: N/A Moderate Flood: N/A Major Flood: N/A

# Tabular Observed and Forecast Hydrograph Information Creek - Corona at Main Street (TSLC1) 03/14/2026 at 09:27 AM PDT Date & Time of Maximum Observed: 03/09/2026 at 01:00 PM PDT 2.92 Feet 64 cfs & Time of Maximum Forecast: 03/14/2026 at 10:00 AM PDT 2.81 Feet 48 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 2.88 58 Not Applicable 2.89 59 + Not Applicable 2.88 58 - Not Applicable 2.89 59 + Not Applicable 2.92 64 + Not Applicable 2.91 62 - Not Applicable 2.91 62 0 Not Applicable 2.90 61 - Not Applicable 2.90 61 0 Not Applicable 2.89 59 - Not Applicable 2.88 58 - Not Applicable 2.89 59 + Not Applicable 2.90 61 + Not Applicable 2.90 61 0 Not Applicable 2.89 59 - Not Applicable 2.88 58 - Not Applicable 2.88 58 0 Not Applicable 2.89 59 + Not Applicable 2.88 58 - Not Applicable 2.88 58 0 Not Applicable 2.88 58 0 Not Applicable 2.88 58 0 Not Applicable 2.88 58 0 Not Applicable 2.88 58 0 Not Applicable 2.88 58 0 Not Applicable 2.88 58 0 Not Applicable 2.88 58 0 Not Applicable 2.89 59 + Not Applicable 2.89 59 0 Not Applicable 2.91 62 + Not Applicable 2.89 59 - Not Applicable 2.88 58 - Not Applicable 2.88 58 0 Not Applicable 2.87 56 - Not Applicable 2.89 59 + Not Applicable 2.88 58 - Not Applicable 2.88 58 0 Not Applicable 2.88 58 0 Not Applicable 2.87 56 - Not Applicable 2.86 55 - Not Applicable 2.88 58 + Not Applicable 2.90 61 + Not Applicable 2.88 58 - Not Applicable 2.88 58 0 Not Applicable 2.88 58 0 Not Applicable 2.88 58 0 Not Applicable 2.86 55 - Not Applicable 2.89 59 + Not Applicable 2.88 58 - Not Applicable 2.89 59 + Not Applicable 2.88 58 - Not Applicable 2.89 59 + Not Applicable 2.88 58 - Not Applicable 2.88 58 0 Not Applicable 2.89 59 + Not Applicable 2.88 58 - Not Applicable 2.89 59 + Not Applicable 2.86 55 - Not Applicable 2.87 56 + Not Applicable 2.89 59 + Not Applicable 2.88 58 - Not Applicable 2.87 56 - Not Applicable 2.87 56 0 Not Applicable 2.88 58 + Not Applicable 2.88 58 0 Not Applicable 2.86 55 - Not Applicable 2.87 56 + Not Applicable 2.88 58 + Not Applicable 2.85 53 - Not Applicable 2.87 56 + Not Applicable 2.86 55 - Not Applicable 2.87 56 + Not Applicable 2.86 55 - Not Applicable 2.87 56 + Not Applicable 2.87 56 0 Not Applicable 2.86 55 - Not Applicable 2.87 56 + Not Applicable 2.86 55 - Not Applicable 2.89 59 + Not Applicable 2.87 56 - Not Applicable 2.87 56 0 Not Applicable 2.85 53 - Not Applicable 2.87 56 + Not Applicable 2.86 55 - Not Applicable 2.85 53 - Not Applicable 2.85 53 0 Not Applicable 2.85 53 0 Not Applicable 2.82 49 - Not Applicable 2.85 53 + Not Applicable 2.85 53 0 Not Applicable 2.82 49 - Not Applicable 2.85 53 + Not Applicable 2.84 52 - Not Applicable 2.84 52 0 Not Applicable 2.82 49 - Not Applicable 2.85 53 + Not Applicable 2.85 53 0 Not Applicable 2.85 53 0 Not Applicable 2.84 52 - Not Applicable 2.85 53 + Not Applicable 2.87 56 + Not Applicable 2.86 55 - Not Applicable 2.84 52 - Not Applicable 2.85 53 + Not Applicable 2.82 49 - Not Applicable 2.83 50 + Not Applicable 2.81 48 - Not Applicable 2.79 45 - Not Applicable 2.81 48 + Not Applicable 2.81 48 0 Not Applicable 2.82 49 + Not Applicable 2.80 46 - Not Applicable 2.81 48 + Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 2.81 48 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.81 48 0 Not Applicable 2.80 46 - Not Applicable 2.80 46 0 Not Applicable 2.80 46 0 Not Applicable 2.80 46 0 Not Applicable 2.80 46 0 Not Applicable 2.80 46 0 Not Applicable 2.80 46 0 Not Applicable 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 -->
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