CNRFC - Hydrology - River Guidance - Tabular Data

Location:

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KLAMATHRUSNAPSOUTHBAYSALINASSOCALSANDIEGOUPRSACLWRSACFTHRYUBAAMERICANCAPUTAHTULARESANJOAQNSANJOAQESIERRAHUMBOLDT = window.location.search; = new URLSearchParams(queryString); = window.location.href.split('?')[0] + "?" + urlParams.toString(); class="head">SMITH RIVER - DOCTOR FINE BRIDGE (FTDC1)
Latitude: 41.88º N Longitude: 124.14º W Elevation: 0 Feet
Location: Del Norte County in California Bulletin Group: North Coast River Group: North Coast
Issuance Time: Apr 29 2025 at 7:36 AM PDT Next Issuance: Apr 30 2025 at 9:00 AM PDT width="16%">
Action/Monitor: 27.0 Feet Minor Flood: 33.0 Feet Moderate Flood: 36.0 Feet Major Flood: 39.0 Feet

# Tabular Observed and Forecast Hydrograph Information River - Doctor Fine Bridge (FTDC1) 04/29/2025 at 07:36 AM PDT Date & Time of Maximum Observed: 04/24/2025 at 11:00 AM PDT 13.71 Feet 2019 cfs & Time of Maximum Forecast: 04/29/2025 at 08:00 AM PDT 13.31 Feet 1617 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 13.71 2019 Normal 13.71 2019 0 Normal 13.71 2019 0 Normal 13.71 2019 0 Normal 13.71 2019 0 Normal 13.70 2010 - Normal 13.70 2010 0 Normal 13.70 2010 0 Normal 13.70 2010 0 Normal 13.69 1999 - Normal 13.69 1999 0 Normal 13.68 1988 - Normal 13.68 1988 0 Normal 13.67 1977 - Normal 13.67 1977 0 Normal 13.66 1966 - Normal 13.66 1966 0 Normal 13.65 1955 - Normal 13.65 1955 0 Normal 13.64 1945 - Normal 13.64 1945 0 Normal 13.64 1945 0 Normal 13.65 1955 + Normal 13.65 1955 0 Normal 13.65 1955 0 Normal 13.65 1955 0 Normal 13.66 1966 + Normal 13.65 1955 - Normal 13.65 1955 0 Normal 13.65 1955 0 Normal 13.64 1945 - Normal 13.64 1945 0 Normal 13.63 1934 - Normal 13.63 1934 0 Normal 13.63 1934 0 Normal 13.62 1923 - Normal 13.61 1913 - Normal 13.61 1913 0 Normal 13.60 1902 - Normal 13.60 1902 0 Normal 13.59 1892 - Normal 13.59 1892 0 Normal 13.58 1881 - Normal 13.57 1871 - Normal 13.57 1871 0 Normal 13.57 1871 0 Normal 13.57 1871 0 Normal 13.57 1871 0 Normal 13.57 1871 0 Normal 13.57 1871 0 Normal 13.57 1871 0 Normal 13.57 1871 0 Normal 13.57 1871 0 Normal 13.57 1871 0 Normal 13.57 1871 0 Normal 13.57 1871 0 Normal 13.57 1871 0 Normal 13.57 1871 0 Normal 13.56 1860 - Normal 13.56 1860 0 Normal 13.56 1860 0 Normal 13.55 1850 - Normal 13.55 1850 0 Normal 13.55 1850 0 Normal 13.55 1850 0 Normal 13.54 1840 - Normal 13.54 1840 0 Normal 13.54 1840 0 Normal 13.53 1830 - Normal 13.52 1819 - Normal 13.52 1819 0 Normal 13.51 1809 - Normal 13.51 1809 0 Normal 13.50 1799 - Normal 13.50 1799 0 Normal 13.50 1799 0 Normal 13.50 1799 0 Normal 13.49 1789 - Normal 13.49 1789 0 Normal 13.48 1779 - Normal 13.48 1779 0 Normal 13.48 1779 0 Normal 13.47 1769 - Normal 13.46 1759 - Normal 13.46 1759 0 Normal 13.45 1750 - Normal 13.44 1740 - Normal 13.44 1740 0 Normal 13.43 1730 - Normal 13.42 1720 - Normal 13.41 1711 - Normal 13.41 1711 0 Normal 13.41 1711 0 Normal 13.40 1701 - Normal 13.40 1701 0 Normal 13.40 1701 0 Normal 13.40 1701 0 Normal 13.40 1701 0 Normal 13.39 1692 - Normal 13.39 1692 0 Normal 13.39 1692 0 Normal 13.39 1692 0 Normal 13.38 1682 - Normal 13.38 1682 0 Normal 13.38 1682 0 Normal 13.38 1682 0 Normal 13.37 1673 - Normal 13.37 1673 0 Normal 13.36 1663 - Normal 13.36 1663 0 Normal 13.35 1654 - Normal 13.34 1645 - Normal 13.34 1645 0 Normal 13.33 1635 - Normal 13.33 1635 0 Normal 13.32 1626 - Normal 13.31 1617 - Normal 13.31 1617 0 Normal 13.31 1617 0 Normal 13.31 1617 0 Normal 13.32 1626 + Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 13.31 1617 Normal 13.31 1617 0 Normal 13.31 1617 0 Normal 13.31 1617 0 Normal 13.30 1608 - Normal 13.30 1608 0 Normal 13.30 1608 0 Normal 13.30 1608 0 Normal 13.30 1608 0 Normal 13.29 1599 - Normal 13.29 1599 0 Normal 13.29 1599 0 Normal 13.29 1599 0 Normal 13.29 1599 0 Normal 13.29 1599 0 Normal 13.28 1590 - Normal 13.28 1590 0 Normal 13.28 1590 0 Normal 13.28 1590 0 Normal 13.28 1590 0 Normal 13.27 1581 - Normal 13.27 1581 0 Normal 13.27 1581 0 Normal 13.27 1581 0 Normal 13.27 1581 0 Normal 13.26 1572 - Normal 13.26 1572 0 Normal 13.26 1572 0 Normal 13.26 1572 0 Normal 13.26 1572 0 Normal 13.25 1563 - Normal 13.25 1563 0 Normal 13.25 1563 0 Normal 13.25 1563 0 Normal 13.24 1554 - Normal 13.24 1554 0 Normal 13.24 1554 0 Normal 13.24 1554 0 Normal 13.24 1554 0 Normal 13.23 1545 - Normal 13.23 1545 0 Normal 13.23 1545 0 Normal 13.23 1545 0 Normal 13.23 1545 0 Normal 13.22 1536 - Normal 13.22 1536 0 Normal 13.22 1536 0 Normal 13.22 1536 0 Normal 13.22 1536 0 Normal 13.22 1536 0 Normal 13.21 1528 - Normal 13.21 1528 0 Normal 13.21 1528 0 Normal 13.21 1528 0 Normal 13.21 1528 0 Normal 13.20 1519 - Normal 13.20 1519 0 Normal 13.20 1519 0 Normal 13.20 1519 0 Normal 13.20 1519 0 Normal 13.20 1519 0 Normal 13.19 1510 - Normal 13.19 1510 0 Normal 13.19 1510 0 Normal 13.19 1510 0 Normal 13.19 1510 0 Normal 13.18 1502 - Normal 13.18 1502 0 Normal 13.18 1502 0 Normal 13.18 1502 0 Normal 13.18 1502 0 Normal 13.17 1493 - Normal 13.17 1493 0 Normal 13.17 1493 0 Normal 13.17 1493 0 Normal 13.17 1493 0 Normal 13.17 1493 0 Normal 13.17 1493 0 Normal 13.17 1493 0 Normal 13.16 1485 - Normal 13.16 1485 0 Normal 13.16 1485 0 Normal 13.16 1485 0 Normal 13.16 1485 0 Normal 13.16 1485 0 Normal 13.17 1493 + Normal 13.17 1493 0 Normal 13.17 1493 0 Normal 13.17 1493 0 Normal 13.17 1493 0 Normal 13.17 1493 0 Normal 13.17 1493 0 Normal 13.17 1493 0 Normal 13.17 1493 0 Normal 13.17 1493 0 Normal 13.17 1493 0 Normal 13.17 1493 0 Normal 13.17 1493 0 Normal 13.18 1502 + Normal 13.18 1502 0 Normal 13.19 1510 + Normal 13.19 1510 0 Normal 13.19 1510 0 Normal 13.20 1519 + Normal 13.20 1519 0 Normal 13.21 1528 + Normal 13.21 1528 0 Normal 13.21 1528 0 Normal 13.21 1528 0 Normal 13.21 1528 0 Normal 13.20 1519 - Normal 13.20 1519 0 Normal 13.20 1519 0 Normal 13.19 1510 - Normal 13.19 1510 0 Normal 13.18 1502 - Normal 13.18 1502 0 Normal 13.17 1493 - 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 -->
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