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">WEST WALKER RIVER - HOYE BRIDGE (HOYN2)
Latitude: 38.73º N Longitude: 119.43º W Elevation: 4980 Feet Forecast Type: Unofficial Location
Location: Douglas County in Nevada Bulletin Group: Eastern Sierra River Group: Eastern Sierra
Issuance Time: Mar 28 2026 at 7:59 AM PDT Next Issuance: Mar 29 2026 at 9:00 AM PDT 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) 03/28/2026 at 08:02 AM PDT Date & Time of Maximum Observed: 03/28/2026 at 12:00 AM PDT 3.41 Feet 461 cfs & Time of Maximum Forecast: 03/30/2026 at 03:00 PM PDT 3.45 Feet 471 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 2.67 287 Normal 2.68 289 + Normal 2.68 289 0 Normal 2.68 289 0 Normal 2.68 289 0 Normal 2.69 291 + Normal 2.70 293 + Normal 2.76 306 + Normal 2.83 321 + Normal 2.86 328 + Normal 2.88 332 + Normal 2.88 332 0 Normal 2.88 332 0 Normal 2.89 334 + Normal 2.89 334 0 Normal 2.90 337 + Normal 2.90 337 0 Normal 2.90 337 0 Normal 2.88 332 - Normal 2.87 330 - Normal 2.88 332 + Normal 2.87 330 - Normal 2.88 332 + Normal 2.88 332 0 Normal 2.88 332 0 Normal 2.88 332 0 Normal 2.89 334 + Normal 2.88 332 - Normal 2.88 332 0 Normal 2.89 334 + Normal 2.88 332 - Normal 2.89 334 + Normal 2.94 346 + Normal 3.02 364 + Normal 3.08 378 + Normal 3.10 383 + Normal 3.12 388 + Normal 3.13 390 + Normal 3.13 390 0 Normal 3.13 390 0 Normal 3.14 393 + Normal 3.14 393 0 Normal 3.15 395 + Normal 3.15 395 0 Normal 3.15 395 0 Normal 3.15 395 0 Normal 3.15 395 0 Normal 3.16 398 + Normal 3.16 398 0 Normal 3.16 398 0 Normal 3.16 398 0 Normal 3.17 400 + Normal 3.17 400 0 Normal 3.17 400 0 Normal 3.17 400 0 Normal 3.17 400 0 Normal 3.19 405 + Normal 3.23 415 + Normal 3.27 425 + Normal 3.30 432 + Normal 3.32 437 + Normal 3.32 437 0 Normal 3.33 440 + Normal 3.33 440 0 Normal 3.32 437 - Normal 3.33 440 + Normal 3.33 440 0 Normal 3.32 437 - Normal 3.33 440 + Normal 3.33 440 0 Normal 3.34 443 + Normal 3.34 443 0 Normal 3.35 445 + Normal 3.35 445 0 Normal 3.36 448 + Normal 3.36 448 0 Normal 3.36 448 0 Normal 3.37 450 + Normal 3.38 453 + Normal 3.38 453 0 Normal 3.38 453 0 Normal 3.39 456 + Normal 3.39 456 0 Normal 3.38 453 - Normal 3.38 453 0 Normal 3.39 456 + Normal 3.39 456 0 Normal 3.40 458 + Normal 3.39 456 - Normal 3.39 456 0 Normal 3.38 453 - Normal 3.38 453 0 Normal 3.37 450 - Normal 3.37 450 0 Normal 3.37 450 0 Normal 3.38 453 + Normal 3.37 450 - Normal 3.39 456 + Normal 3.38 453 - Normal 3.40 458 + Normal 3.40 458 0 Normal 3.41 461 + Normal 3.41 461 0 Normal 3.41 461 0 Normal 3.41 461 0 Normal 3.41 461 0 Normal 3.41 461 0 Normal 3.41 461 0 Normal 3.41 461 0 Normal 3.41 461 0 Normal 3.40 458 - Normal 3.40 458 0 Normal 3.41 461 + Normal 3.40 458 - Normal 3.40 458 0 Normal 3.40 458 0 Normal 3.40 458 0 Normal 3.40 458 0 Normal 3.39 456 - Normal 3.39 456 0 Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 3.39 456 Normal 3.39 456 0 Normal 3.39 456 0 Normal 3.40 458 + Normal 3.40 458 0 Normal 3.41 461 + Normal 3.41 461 0 Normal 3.41 461 0 Normal 3.42 463 + Normal 3.42 463 0 Normal 3.42 463 0 Normal 3.42 463 0 Normal 3.42 463 0 Normal 3.42 463 0 Normal 3.42 463 0 Normal 3.42 463 0 Normal 3.42 463 0 Normal 3.42 463 0 Normal 3.41 461 - Normal 3.41 461 0 Normal 3.41 461 0 Normal 3.41 461 0 Normal 3.41 461 0 Normal 3.41 461 0 Normal 3.41 461 0 Normal 3.41 461 0 Normal 3.41 461 0 Normal 3.41 461 0 Normal 3.42 463 + Normal 3.42 463 0 Normal 3.42 463 0 Normal 3.42 463 0 Normal 3.43 466 + Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.44 469 + Normal 3.44 469 0 Normal 3.44 469 0 Normal 3.44 469 0 Normal 3.44 469 0 Normal 3.45 471 + Normal 3.45 471 0 Normal 3.45 471 0 Normal 3.45 471 0 Normal 3.45 471 0 Normal 3.45 471 0 Normal 3.45 471 0 Normal 3.45 471 0 Normal 3.45 471 0 Normal 3.45 471 0 Normal 3.45 471 0 Normal 3.45 471 0 Normal 3.44 469 - Normal 3.44 469 0 Normal 3.44 469 0 Normal 3.44 469 0 Normal 3.44 469 0 Normal 3.44 469 0 Normal 3.44 469 0 Normal 3.44 469 0 Normal 3.44 469 0 Normal 3.44 469 0 Normal 3.44 469 0 Normal 3.45 471 + Normal 3.45 471 0 Normal 3.45 471 0 Normal 3.45 471 0 Normal 3.45 471 0 Normal 3.45 471 0 Normal 3.44 469 - Normal 3.44 469 0 Normal 3.44 469 0 Normal 3.44 469 0 Normal 3.44 469 0 Normal 3.44 469 0 Normal 3.44 469 0 Normal 3.43 466 - Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.43 466 0 Normal 3.42 463 - Normal 3.42 463 0 Normal 3.42 463 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 -->
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