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 22 2026 at 7:49 AM PDT Next Issuance: Mar 23 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) 03/22/2026 at 07:53 AM PDT Date & Time of Maximum Observed: 03/19/2026 at 02:00 PM PDT 2.80 Feet 46 cfs & Time of Maximum Forecast: 03/22/2026 at 08:00 AM PDT 2.62 Feet 26 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 2.78 44 Not Applicable 2.77 43 - Not Applicable 2.77 43 0 Not Applicable 2.79 45 + Not Applicable 2.79 45 0 Not Applicable 2.77 43 - Not Applicable 2.78 44 + Not Applicable 2.78 44 0 Not Applicable 2.78 44 0 Not Applicable 2.77 43 - Not Applicable 2.77 43 0 Not Applicable 2.78 44 + Not Applicable 2.76 41 - Not Applicable 2.75 40 - Not Applicable 2.77 43 + Not Applicable 2.77 43 0 Not Applicable 2.76 41 - Not Applicable 2.78 44 + Not Applicable 2.77 43 - Not Applicable 2.77 43 0 Not Applicable 2.78 44 + Not Applicable 2.77 43 - Not Applicable 2.78 44 + Not Applicable 2.77 43 - Not Applicable 2.77 43 0 Not Applicable 2.78 44 + Not Applicable 2.78 44 0 Not Applicable 2.78 44 0 Not Applicable 2.78 44 0 Not Applicable 2.77 43 - Not Applicable 2.77 43 0 Not Applicable 2.77 43 0 Not Applicable 2.77 43 0 Not Applicable 2.77 43 0 Not Applicable 2.77 43 0 Not Applicable 2.76 41 - Not Applicable 2.76 41 0 Not Applicable 2.77 43 + Not Applicable 2.77 43 0 Not Applicable 2.77 43 0 Not Applicable 2.75 40 - Not Applicable 2.76 41 + Not Applicable 2.76 41 0 Not Applicable 2.76 41 0 Not Applicable 2.76 41 0 Not Applicable 2.76 41 0 Not Applicable 2.76 41 0 Not Applicable 2.75 40 - Not Applicable 2.75 40 0 Not Applicable 2.75 40 0 Not Applicable 2.76 41 + Not Applicable 2.75 40 - Not Applicable 2.75 40 0 Not Applicable 2.75 40 0 Not Applicable 2.75 40 0 Not Applicable 2.80 46 + Not Applicable 2.74 39 - Not Applicable 2.73 38 - Not Applicable 2.72 37 - Not Applicable 2.72 37 0 Not Applicable 2.71 36 - Not Applicable 2.71 36 0 Not Applicable 2.71 36 0 Not Applicable 2.70 34 - Not Applicable 2.70 34 0 Not Applicable 2.70 34 0 Not Applicable 2.69 33 - Not Applicable 2.70 34 + Not Applicable 2.70 34 0 Not Applicable 2.70 34 0 Not Applicable 2.70 34 0 Not Applicable 2.69 33 - Not Applicable 2.70 34 + Not Applicable 2.70 34 0 Not Applicable 2.71 36 + Not Applicable 2.70 34 - Not Applicable 2.70 34 0 Not Applicable 2.70 34 0 Not Applicable 2.69 33 - Not Applicable 2.70 34 + Not Applicable 2.69 33 - Not Applicable 2.67 31 - Not Applicable 2.66 30 - Not Applicable 2.65 29 - Not Applicable 2.64 28 - Not Applicable 2.64 28 0 Not Applicable 2.64 28 0 Not Applicable 2.64 28 0 Not Applicable 2.64 28 0 Not Applicable 2.64 28 0 Not Applicable 2.64 28 0 Not Applicable 2.65 29 + Not Applicable 2.64 28 - Not Applicable 2.65 29 + Not Applicable 2.64 28 - Not Applicable 2.64 28 0 Not Applicable 2.64 28 0 Not Applicable 2.64 28 0 Not Applicable 2.64 28 0 Not Applicable 2.64 28 0 Not Applicable 2.64 28 0 Not Applicable 2.64 28 0 Not Applicable 2.64 28 0 Not Applicable 2.63 27 - Not Applicable 2.63 27 0 Not Applicable 2.63 27 0 Not Applicable 2.63 27 0 Not Applicable 2.63 27 0 Not Applicable 2.63 27 0 Not Applicable 2.63 27 0 Not Applicable 2.63 27 0 Not Applicable 2.63 27 0 Not Applicable 2.63 27 0 Not Applicable 2.63 27 0 Not Applicable 2.63 27 0 Not Applicable 2.63 27 0 Not Applicable 2.63 27 0 Not Applicable 2.63 27 0 Not Applicable 2.63 27 0 Not Applicable 2.63 27 0 Not Applicable 2.62 26 - Not Applicable Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 2.62 26 Not Applicable 2.62 26 0 Not Applicable 2.62 26 0 Not Applicable 2.62 26 0 Not Applicable 2.62 26 0 Not Applicable 2.62 26 0 Not Applicable 2.62 26 0 Not Applicable 2.62 26 0 Not Applicable 2.62 26 0 Not Applicable 2.62 26 0 Not Applicable 2.62 26 0 Not Applicable 2.62 26 0 Not Applicable 2.62 26 0 Not Applicable 2.62 26 0 Not Applicable 2.62 26 0 Not Applicable 2.62 26 0 Not Applicable 2.62 26 0 Not Applicable 2.62 26 0 Not Applicable 2.62 26 0 Not Applicable 2.61 25 - Not Applicable 2.61 25 0 Not Applicable 2.61 25 0 Not Applicable 2.61 25 0 Not Applicable 2.61 25 0 Not Applicable 2.61 25 0 Not Applicable 2.61 25 0 Not Applicable 2.61 25 0 Not Applicable 2.61 25 0 Not Applicable 2.61 25 0 Not Applicable 2.61 25 0 Not Applicable 2.61 25 0 Not Applicable 2.61 25 0 Not Applicable 2.61 25 0 Not Applicable 2.61 25 0 Not Applicable 2.60 24 - Not Applicable 2.60 24 0 Not Applicable 2.60 24 0 Not Applicable 2.60 24 0 Not Applicable 2.60 24 0 Not Applicable 2.60 24 0 Not Applicable 2.60 24 0 Not Applicable 2.60 24 0 Not Applicable 2.60 24 0 Not Applicable 2.60 24 0 Not Applicable 2.60 24 0 Not Applicable 2.60 24 0 Not Applicable 2.60 24 0 Not Applicable 2.60 24 0 Not Applicable 2.60 24 0 Not Applicable 2.60 24 0 Not Applicable 2.60 24 0 Not Applicable 2.60 24 0 Not Applicable 2.60 24 0 Not Applicable 2.59 23 - Not Applicable 2.59 23 0 Not Applicable 2.59 23 0 Not Applicable 2.59 23 0 Not Applicable 2.59 23 0 Not Applicable 2.59 23 0 Not Applicable 2.59 23 0 Not Applicable 2.59 23 0 Not Applicable 2.59 23 0 Not Applicable 2.59 23 0 Not Applicable 2.59 23 0 Not Applicable 2.59 23 0 Not Applicable 2.59 23 0 Not Applicable 2.59 23 0 Not Applicable 2.59 23 0 Not Applicable 2.58 22 - Not Applicable 2.58 22 0 Not Applicable 2.58 22 0 Not Applicable 2.58 22 0 Not Applicable 2.58 22 0 Not Applicable 2.58 22 0 Not Applicable 2.58 22 0 Not Applicable 2.58 22 0 Not Applicable 2.58 22 0 Not Applicable 2.58 22 0 Not Applicable 2.58 22 0 Not Applicable 2.58 22 0 Not Applicable 2.58 22 0 Not Applicable 2.58 22 0 Not Applicable 2.58 22 0 Not Applicable 2.58 22 0 Not Applicable 2.58 22 0 Not Applicable 2.57 22 - Not Applicable 2.57 22 0 Not Applicable 2.57 22 0 Not Applicable 2.57 22 0 Not Applicable 2.57 22 0 Not Applicable 2.57 22 0 Not Applicable 2.57 22 0 Not Applicable 2.57 22 0 Not Applicable 2.57 22 0 Not Applicable 2.57 22 0 Not Applicable 2.57 22 0 Not Applicable 2.57 22 0 Not Applicable 2.57 22 0 Not Applicable 2.57 22 0 Not Applicable 2.57 22 0 Not Applicable 2.56 21 - Not Applicable 2.56 21 0 Not Applicable 2.56 21 0 Not Applicable 2.56 21 0 Not Applicable 2.56 21 0 Not Applicable 2.56 21 0 Not Applicable 2.56 21 0 Not Applicable 2.56 21 0 Not Applicable 2.56 21 0 Not Applicable 2.56 21 0 Not Applicable 2.56 21 0 Not Applicable 2.56 21 0 Not Applicable 2.56 21 0 Not Applicable 2.56 21 0 Not Applicable 2.56 21 0 Not Applicable 2.56 21 0 Not Applicable 2.56 21 0 Not Applicable 2.56 21 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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