{"id":15239,"date":"2013-03-21T14:49:44","date_gmt":"2013-03-21T19:49:44","guid":{"rendered":"http:\/\/csinewsnow.com\/?p=15239"},"modified":"2013-03-21T14:49:44","modified_gmt":"2013-03-21T19:49:44","slug":"weather-service-flood-outlook-james-river-basin","status":"publish","type":"post","link":"https:\/\/csinewsnow.com\/?p=15239","title":{"rendered":"Weather Service Flood Outlook James River Basin"},"content":{"rendered":"<p><a href=\"http:\/\/csinewsnow.com\/wp-content\/uploads\/2012\/08\/reservoir2009.png\"><img loading=\"lazy\" decoding=\"async\" class=\"alignleft size-medium wp-image-2862\" title=\"reservoir2009\" src=\"http:\/\/csinewsnow.com\/wp-content\/uploads\/2012\/08\/reservoir2009-300x204.png\" alt=\"\" width=\"300\" height=\"204\" srcset=\"https:\/\/csinewsnow.com\/wp-content\/uploads\/2012\/08\/reservoir2009-300x204.png 300w, https:\/\/csinewsnow.com\/wp-content\/uploads\/2012\/08\/reservoir2009-257x175.png 257w, https:\/\/csinewsnow.com\/wp-content\/uploads\/2012\/08\/reservoir2009.png 445w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/a>NATIONAL WEATHER SERVICE BISMARCK ND<br \/>\n\u00a0<span style=\"color: #ff0000;\">1129 AM CDT THU MAR 21 2013<\/span><br \/>\n\u00a0<br \/>\n\u00a0<br \/>\n\u00a0&#8230;SPRING FLOOD AND WATER RESOURCES OUTLOOK&#8230;<br \/>\n\u00a0<br \/>\n\u00a0THIS PROBABILISTIC FLOOD OUTLOOK IS FOR THE MISSOURI AND JAMES RIVER<br \/>\n\u00a0BASINS OF WESTERN AND CENTRAL NORTH DAKOTA&#8230;COVERING THE TIME PERIOD<br \/>\n\u00a0OF OCTOBER THROUGH LATE DECEMBER.<br \/>\n\u00a0<br \/>\n\u00a0THE FOLLOWING MESSAGE HAS THREE SECTIONS&#8230;THE FIRST PROVIDES SOME<br \/>\n\u00a0TEXT ON HIGHLIGHTS OF THIS PRODUCT AND CONDITIONS AFFECTING LOCAL<br \/>\n\u00a0HYDROLOGY. THE SECOND GIVES THE CURRENT AND NORMAL\/HISTORICAL<br \/>\n\u00a0CHANCES OF RIVER LOCATIONS REACHING THEIR MINOR&#8230;MODERATE&#8230;AND<br \/>\n\u00a0MAJOR FLOOD CATEGORY. THE FINAL SECTION GIVES THE CURRENT CHANCES<br \/>\n\u00a0OF RIVER LOCATIONS RISING ABOVE LISTED RIVER STAGES.<br \/>\n\u00a0<br \/>\n\u00a0<br \/>\n\u00a0&#8230;FLOOD OUTLOOK OVERVIEW HIGHLIGHTS&#8230;<br \/>\n\u00a0NOT ENOUGH HAS CHANGED OVER THE PAST WEEK TO WARRANT REDOING THE<br \/>\n\u00a0PROBABILITY TABLES&#8230;THE NUMBERS ISSUED LAST WEEK ARE THE SAME AS<br \/>\n\u00a0THOSE BELOW. HOWEVER&#8230;THE TEXT BELOW REFLECTS LATEST<br \/>\n\u00a0CONDITIONS&#8230;OBSERVATIONS&#8230;AND EXPECTATIONS.<br \/>\n\u00a0<br \/>\n\u00a0&#8230;CURRENT CONDITIONS&#8230;<br \/>\n\u00a0AFTER A SHORT AND VERY WARM SPELL LATE LAST WEEK&#8230;AREAS SOUTH AND<br \/>\n\u00a0WEST OF BISMARCK SAW A SIGNIFICANT FRACTION OF ITS MODEST SNOWPACK<br \/>\n\u00a0MELT AND RUNOFF. THE MAJORITY OF THE SNOW REMAINING IN THE MISSOURI<br \/>\n\u00a0RIVER BASIN TENDS TO BE THAT NEAREST LAKE SAKAKAWEA FROM BASICALLY<br \/>\n\u00a0WILLISTON DOWN THROUGH GARRISON ON THE NORTH SIDE OF THE LAKE. THE<br \/>\n\u00a0JAMES RIVER BASIN HAS ALSO RETAINED MOST OF ITS SNOW WITH VERY<br \/>\n\u00a0LITTLE MELT HAVING OCCURED SO FAR THIS YEAR. IN THE NORTHERNMOST<br \/>\n\u00a0AREAS&#8230;VERY LITTLE PROGRESS HAS BEEN MADE IN THE RIPENING<br \/>\n\u00a0OF THE SNOWPACK AND SNOWPACK CONDITIONS ARE MORE SIMILAR TO WHAT IS<br \/>\n\u00a0COMMONLY SEEN IN JANUARY AND FEBRUARY THAN WHAT IS NORMAL FOR THIS<br \/>\n\u00a0CLOSE TO APRIL.<br \/>\n\u00a0<br \/>\n\u00a0&#8230;WEATHER OUTLOOK&#8230;<br \/>\n\u00a0AN INCOMING SYSTEM TODAY THROUGH EARLY SATURDAY WILL MOST LIKELY<br \/>\n\u00a0AFFECT WESTERN NORTH DAKOTA WITH 3 TO 5 INCHES OF SNOW POSSIBLE IN<br \/>\n\u00a0THE NORTHWESTERN CORNER OF THE STATE WITH 2 TO 4 INCHES FAVORED IN<br \/>\n\u00a0THE SOUTHWEST. AFTER THIS SYSTEM PASSES THROUGH&#8230;THE 6 TO 10 AND 8<br \/>\n\u00a0TO 14 DAY OUTLOOKS SUGGEST BELOW NORMAL TO NEAR NORMAL TEMPERATURES<br \/>\n\u00a0WITH BELOW NORMAL PRECIPITATION. THIS IS FAVORED TO TRANSITION INTO<br \/>\n\u00a0A NEAR NORMAL TEMPERATURE REGIME FOR APRIL WITH A SLIGHTLY ABOVE<br \/>\n\u00a0NORMAL PRECIPITATION PATTERN.<br \/>\n\u00a0<br \/>\n\u00a0&#8230;SUMMARY OF HYDROLOGIC CONDITIONS&#8230;<br \/>\n\u00a0MOST RIVERS AND STREAMS REMAIN ICE COVERED. NOT ENOUGH WARM<br \/>\n\u00a0TEMPERATURES OR RUNOFF IS EXPECTED OVER THE NEXT COUPLE WEEKS TO<br \/>\n\u00a0EFFECTIVELY REMOVE THE ICE.<br \/>\n\u00a0<br \/>\n\u00a0<br \/>\n\u00a0&#8230;LONG-RANGE PROBABILISTIC RIVER OUTLOOK BY FLOOD CATEGORY&#8230;<br \/>\n\u00a0<br \/>\n\u00a0THE TABLE BELOW GIVES BOTH THE CURRENT CHANCES (CS) AND THE<br \/>\n\u00a0NORMAL\/HISTORICAL CHANCES (HS) FOR EXCEEDING THE MINOR&#8230;MODERATE<br \/>\n\u00a0AND MAJOR FLOOD STAGES AT THE RIVER FORECAST POINT LOCATIONS DURING<br \/>\n\u00a0THE VALID PERIOD OF THIS OUTLOOK.<br \/>\n\u00a0<br \/>\n\u00a0<br \/>\n\u00a0<br \/>\n\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 JAMES AND MISSOURI RIVER BASINS<br \/>\n\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 LONG-RANGE PROBABILISTIC OUTLOOK<br \/>\n\u00a0<br \/>\n\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 PROBABILITIES FOR MINOR&#8230;MODERATE AND MAJOR FLOODING<br \/>\n\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 FROM\u00a0 3\/9\/2013 TO 6\/7\/2013 Z<br \/>\n\u00a0<br \/>\n\u00a0TABLE 1\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 : CURRENT AND HISTORICAL<br \/>\n\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 : CHANCES OF EXCEEDING FLOOD<br \/>\n\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 : CATEGORY IN PERCENT (%)<br \/>\n\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 CATEGORICAL\u00a0\u00a0\u00a0\u00a0 :<br \/>\n\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 FLOOD STAGES (FT)\u00a0 :\u00a0 MINOR\u00a0\u00a0 MODERATE\u00a0 MAJOR<br \/>\n\u00a0LOCATION\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 MINOR\u00a0\u00a0\u00a0 MOD\u00a0\u00a0 MAJOR :\u00a0 CS HS\u00a0\u00a0\u00a0 CS HS\u00a0\u00a0\u00a0 CS HS<br \/>\n\u00a0&#8212;&#8212;&#8211;\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 &#8212;&#8212; &#8212;&#8212; &#8212;&#8212; : &#8212; &#8212;\u00a0 &#8212; &#8212;\u00a0 &#8212; &#8212;<br \/>\n\u00a0LITTLE MUDDY CREEK&#8230;..<br \/>\n\u00a0\u00a0 WILLISTON\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 10.0\u00a0\u00a0 12.0\u00a0\u00a0 14.0 :\u00a0 22\u00a0 63\u00a0\u00a0 5\u00a0 28\u00a0\u00a0 5\u00a0 10<br \/>\n\u00a0LITTLE MISSOURI RIVER&#8230;..<br \/>\n\u00a0\u00a0 MARMARTH\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 18.0\u00a0\u00a0 23.0\u00a0\u00a0 30.0 :\u00a0 5\u00a0\u00a0 5\u00a0\u00a0 5\u00a0 5\u00a0\u00a0 5\u00a0 5<br \/>\n\u00a0\u00a0 MEDORA\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 15.0\u00a0\u00a0 18.0\u00a0\u00a0 20.0 :\u00a0 5\u00a0\u00a0 7\u00a0\u00a0 5\u00a0\u00a0 6\u00a0\u00a0 5\u00a0\u00a0 5<br \/>\n\u00a0\u00a0 WATFORD CITY\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 20.0\u00a0\u00a0 24.0\u00a0\u00a0 30.0 :\u00a0 5\u00a0 5\u00a0\u00a0 5\u00a0 5\u00a0\u00a0 5\u00a0 5<br \/>\n\u00a0KNIFE RIVER&#8230;..<br \/>\n\u00a0\u00a0 MANNING\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 15.0\u00a0\u00a0 17.0\u00a0\u00a0 20.0 :\u00a0 5\u00a0 18\u00a0\u00a0 5\u00a0 5\u00a0\u00a0 5\u00a0 5<br \/>\n\u00a0SPRING CREEK&#8230;..<br \/>\n\u00a0\u00a0 ZAP\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 14.0\u00a0\u00a0 18.0\u00a0\u00a0 20.0 :\u00a0\u00a0 5\u00a0 22\u00a0\u00a0 5\u00a0\u00a0 7\u00a0\u00a0 5\u00a0 5<br \/>\n\u00a0KNIFE RIVER&#8230;..<br \/>\n\u00a0\u00a0 HAZEN\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 21.0\u00a0\u00a0 24.0\u00a0\u00a0 25.0 :\u00a0\u00a0 5\u00a0 25\u00a0\u00a0 5\u00a0 11\u00a0\u00a0 5\u00a0\u00a0 8<br \/>\n\u00a0HEART RIVER&#8230;..<br \/>\n\u00a0\u00a0 MANDAN\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 17.0\u00a0\u00a0 23.0\u00a0\u00a0 28.0 :\u00a0 5\u00a0\u00a0 6\u00a0\u00a0 5\u00a0 5\u00a0\u00a0 5\u00a0 5<br \/>\n\u00a0APPLE CREEK&#8230;..<br \/>\n\u00a0\u00a0 MENOKEN\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 15.0\u00a0\u00a0 16.0\u00a0\u00a0 17.0 :\u00a0 32\u00a0 55\u00a0\u00a0 18\u00a0 47\u00a0\u00a0\u00a0 5\u00a0 25<br \/>\n\u00a0CANNONBALL RIVER&#8230;..<br \/>\n\u00a0\u00a0 REGENT\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 22.0\u00a0\u00a0 24.0\u00a0\u00a0 26.0 :\u00a0 5\u00a0 5\u00a0\u00a0 5\u00a0 5\u00a0\u00a0 5\u00a0 5<br \/>\n\u00a0CEDAR CREEK&#8230;..<br \/>\n\u00a0\u00a0 RALEIGH\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 12.0\u00a0\u00a0 14.0\u00a0\u00a0 16.0 :\u00a0 5\u00a0 5\u00a0\u00a0 5\u00a0 5\u00a0\u00a0 5\u00a0 5<br \/>\n\u00a0CANNONBALL RIVER&#8230;..<br \/>\n\u00a0\u00a0 BREIEN\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 10.0\u00a0\u00a0 20.0\u00a0\u00a0 23.0 :\u00a0 20\u00a0 38\u00a0\u00a0 5\u00a0 5\u00a0\u00a0 5\u00a0 5<br \/>\n\u00a0BEAVER CREEK&#8230;..<br \/>\n\u00a0\u00a0 LINTON\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 9.0\u00a0\u00a0 11.0\u00a0\u00a0 13.0 :\u00a0 34\u00a0 38\u00a0\u00a0 27\u00a0 29\u00a0\u00a0 14\u00a0 24<br \/>\n\u00a0JAMES RIVER&#8230;..<br \/>\n\u00a0\u00a0 GRACE CITY\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 12.0\u00a0\u00a0 14.0\u00a0\u00a0 15.0 :\u00a0 5\u00a0 10\u00a0\u00a0 5\u00a0\u00a0 6\u00a0\u00a0 5\u00a0\u00a0 5<br \/>\n\u00a0PIPESTEM CREEK&#8230;..<br \/>\n\u00a0\u00a0 PINGREE\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 9.0\u00a0\u00a0 11.0\u00a0\u00a0 13.0 :\u00a0\u00a0 7\u00a0 12\u00a0\u00a0 5\u00a0\u00a0 6\u00a0\u00a0 5\u00a0 5<br \/>\n\u00a0JAMES RIVER&#8230;..<br \/>\n\u00a0\u00a0 LAMOURE\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 14.0\u00a0\u00a0 16.0\u00a0\u00a0 18.0 :\u00a0 5\u00a0\u00a0 9\u00a0\u00a0 5\u00a0\u00a0 5\u00a0\u00a0 5\u00a0 5<br \/>\n\u00a0<br \/>\n\u00a0LEGEND:<br \/>\n\u00a0\u00a0\u00a0\u00a0 CS\u00a0\u00a0\u00a0 CONDITIONAL SIMULATION (OUTLOOK FOR CURRENT CONDITIONS)<br \/>\n\u00a0\u00a0\u00a0\u00a0 HS\u00a0\u00a0\u00a0 HISTORICAL SIMULATION\u00a0 ( &#8221;\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 &#8221;\u00a0 NORMAL\u00a0 CONDITIONS)<br \/>\n\u00a0\u00a0\u00a0\u00a0 FT\u00a0\u00a0\u00a0 FEET ABOVE GAGE ZERO DATUM<br \/>\n\u00a0<br \/>\n\u00a0<br \/>\n\u00a0&#8230;LONG-RANGE PROBABILISTIC OUTLOOK BY RIVER STAGE&#8230;<br \/>\n\u00a0<br \/>\n\u00a0<br \/>\n\u00a0THE TABLE BELOW GIVES THE CURRENT 95 THROUGH 5 PERCENT CHANCES FOR<br \/>\n\u00a0EXCEEDING RIVER STAGES AT THE RIVER FORECAST POINT LOCATIONS DURING<br \/>\n\u00a0THE VALID PERIOD OF THIS OUTLOOK.<br \/>\n\u00a0<br \/>\n\u00a0EXAMPLE: DURING THE VALID TIME OF THIS OUTLOOK&#8230;THERE IS A<br \/>\n\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 50 PERCENT CHANCE FOR THE LITTLE MUDDY CREEK AT\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<br \/>\n\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 WILLISTON TO RISE ABOVE 8.3 FEET AND ONLY A 10 PERCENT\u00a0\u00a0\u00a0\u00a0\u00a0<br \/>\n\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 CHANCE THAT IT WILL RISE ABOVE 10.8 FEET.<br \/>\n\u00a0<br \/>\n\u00a0<br \/>\n\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 JAMES AND MISSOURI RIVER BASINS<br \/>\n\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 LONG-RANGE PROBABILISTIC OUTLOOK<br \/>\n\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 PROBABILITIES FOR EXCEEDING LISTED RIVER STAGES<br \/>\n\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 FROM\u00a0 3\/9\/2013 TO 6\/7\/2013<br \/>\n\u00a0TABLE 2<br \/>\n\u00a0<br \/>\n\u00a0LOCATION\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 95%\u00a0\u00a0\u00a0 90%\u00a0\u00a0\u00a0 75%\u00a0\u00a0\u00a0 50%\u00a0\u00a0\u00a0 25%\u00a0\u00a0\u00a0 10%\u00a0\u00a0\u00a0 05%<br \/>\n\u00a0&#8212;&#8212;&#8211;\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 &#8212;&#8212; &#8212;&#8212; &#8212;&#8212; &#8212;&#8212; &#8212;&#8212; &#8212;&#8212; &#8212;&#8212;<br \/>\n\u00a0LITTLE MUDDY CREEK&#8230;..<br \/>\n\u00a0\u00a0 WILLISTON\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 6.1\u00a0\u00a0\u00a0 6.5\u00a0\u00a0\u00a0 7.3\u00a0\u00a0\u00a0 8.3\u00a0\u00a0\u00a0 9.8\u00a0\u00a0 10.8\u00a0\u00a0 10.8<br \/>\n\u00a0LITTLE MISSOURI RIVER&#8230;..<br \/>\n\u00a0\u00a0 MARMARTH\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 1.8\u00a0\u00a0\u00a0 1.8\u00a0\u00a0\u00a0 1.9\u00a0\u00a0\u00a0 3.0\u00a0\u00a0\u00a0 3.9\u00a0\u00a0\u00a0 6.4\u00a0\u00a0\u00a0 9.9<br \/>\n\u00a0\u00a0 MEDORA\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 1.9\u00a0\u00a0\u00a0 1.9\u00a0\u00a0\u00a0 2.1\u00a0\u00a0\u00a0 3.3\u00a0\u00a0\u00a0 4.5\u00a0\u00a0\u00a0 7.3\u00a0\u00a0 10.4<br \/>\n\u00a0\u00a0 WATFORD CITY\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 -0.9\u00a0\u00a0 -0.5\u00a0\u00a0\u00a0 0.3\u00a0\u00a0\u00a0 1.1\u00a0\u00a0\u00a0 2.5\u00a0\u00a0\u00a0 4.6\u00a0\u00a0\u00a0 6.4<br \/>\n\u00a0KNIFE RIVER&#8230;..<br \/>\n\u00a0\u00a0 MANNING\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 6.2\u00a0\u00a0\u00a0 6.2\u00a0\u00a0\u00a0 6.2\u00a0\u00a0\u00a0 7.3\u00a0\u00a0\u00a0 8.9\u00a0\u00a0 10.1\u00a0\u00a0 10.7<br \/>\n\u00a0SPRING CREEK&#8230;..<br \/>\n\u00a0\u00a0 ZAP\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 5.1\u00a0\u00a0\u00a0 5.2\u00a0\u00a0\u00a0 5.6\u00a0\u00a0\u00a0 6.4\u00a0\u00a0\u00a0 9.7\u00a0\u00a0 11.1\u00a0\u00a0 14.5<br \/>\n\u00a0KNIFE RIVER&#8230;..<br \/>\n\u00a0\u00a0 HAZEN\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 1.3\u00a0\u00a0\u00a0 2.0\u00a0\u00a0\u00a0 3.6\u00a0\u00a0\u00a0 6.6\u00a0\u00a0 10.7\u00a0\u00a0 16.0\u00a0\u00a0 21.0<br \/>\n\u00a0HEART RIVER&#8230;..<br \/>\n\u00a0\u00a0 MANDAN\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 1.0\u00a0\u00a0\u00a0 1.4\u00a0\u00a0\u00a0 2.0\u00a0\u00a0\u00a0 3.0\u00a0\u00a0\u00a0 5.6\u00a0\u00a0\u00a0 7.6\u00a0\u00a0\u00a0 9.7<br \/>\n\u00a0APPLE CREEK&#8230;..<br \/>\n\u00a0\u00a0 MENOKEN\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 5.6\u00a0\u00a0\u00a0 5.8\u00a0\u00a0\u00a0 6.7\u00a0\u00a0 11.5\u00a0\u00a0 15.7\u00a0\u00a0 16.3\u00a0\u00a0 17.0<br \/>\n\u00a0CANNONBALL RIVER&#8230;..<br \/>\n\u00a0\u00a0 REGENT\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 3.2\u00a0\u00a0\u00a0 3.3\u00a0\u00a0\u00a0 4.6\u00a0\u00a0\u00a0 6.7\u00a0\u00a0\u00a0 8.3\u00a0\u00a0\u00a0 9.3\u00a0\u00a0 10.4<br \/>\n\u00a0CEDAR CREEK&#8230;..<br \/>\n\u00a0\u00a0 RALEIGH\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 2.3\u00a0\u00a0\u00a0 2.3\u00a0\u00a0\u00a0 2.8\u00a0\u00a0\u00a0 4.3\u00a0\u00a0\u00a0 5.4\u00a0\u00a0\u00a0 6.4\u00a0\u00a0\u00a0 6.8<br \/>\n\u00a0CANNONBALL RIVER&#8230;..<br \/>\n\u00a0\u00a0 BREIEN\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 5.1\u00a0\u00a0\u00a0 5.1\u00a0\u00a0\u00a0 5.6\u00a0\u00a0\u00a0 7.3\u00a0\u00a0\u00a0 9.6\u00a0\u00a0 11.6\u00a0\u00a0 13.2<br \/>\n\u00a0BEAVER CREEK&#8230;..<br \/>\n\u00a0\u00a0 LINTON\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 6.6\u00a0\u00a0\u00a0 6.8\u00a0\u00a0\u00a0 6.9\u00a0\u00a0\u00a0 8.0\u00a0\u00a0 12.0\u00a0\u00a0 13.6\u00a0\u00a0 14.6<br \/>\n\u00a0JAMES RIVER&#8230;..<br \/>\n\u00a0\u00a0 GRACE CITY\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 4.4\u00a0\u00a0\u00a0 4.5\u00a0\u00a0\u00a0 4.8\u00a0\u00a0\u00a0 5.1\u00a0\u00a0\u00a0 5.6\u00a0\u00a0\u00a0 6.7\u00a0\u00a0\u00a0 8.1<br \/>\n\u00a0PIPESTEM CREEK&#8230;..<br \/>\n\u00a0\u00a0 PINGREE\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 5.1\u00a0\u00a0\u00a0 5.1\u00a0\u00a0\u00a0 5.2\u00a0\u00a0\u00a0 5.6\u00a0\u00a0\u00a0 6.7\u00a0\u00a0\u00a0 7.8\u00a0\u00a0 10.1<br \/>\n\u00a0JAMES RIVER&#8230;..<br \/>\n\u00a0\u00a0 LAMOURE\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 7.1\u00a0\u00a0\u00a0 7.1\u00a0\u00a0\u00a0 7.3\u00a0\u00a0\u00a0 7.6\u00a0\u00a0\u00a0 8.2\u00a0\u00a0\u00a0 9.7\u00a0\u00a0 10.4<br \/>\n\u00a0<br \/>\n\u00a0<br \/>\n\u00a0&#8230;THE OUTLOOK PRODUCTION PROCESS&#8230;<br \/>\n\u00a0<br \/>\n\u00a0THIS LONG RANGE PROBABILISTIC OUTLOOK IS BASED ON A SERIES OF PEAK<br \/>\n\u00a0RIVER LEVELS OR CRESTS TAKEN FROM THE FORECAST HYDROGRAPH RESULTS<br \/>\n\u00a0OF THE NWS ENSEMBLE STREAMFLOW PREDICTION MODEL (ESP). THE MODEL<br \/>\n\u00a0IS RUN FOR MULTIPLE SCENARIOS STARTING AT CURRENT RIVER&#8230;SNOW AND<br \/>\n\u00a0SOIL CONDITIONS AND USING 25 OR MORE YEARS OF PAST PRECIPITATION AND<br \/>\n\u00a0TEMPERATURE CONDITIONS IN THE HISTORICAL RECORD. THESE CRESTS CAN<br \/>\n\u00a0THEN BE RANKED FROM LOWEST TO HIGHEST&#8230;AND ASSIGNED AN<br \/>\n\u00a0EXCEEDANCE PROBABILITY. FOR EXAMPLE&#8230;FOR A SERIES OF 50 YEARS&#8230;<br \/>\n\u00a0THE LOWEST RANKED CREST HAS 49 CRESTS ABOVE IT AND SINCE 95 PERCENT<br \/>\n\u00a0OF THE CRESTS ARE ABOVE IT&#8230; IT IS ASSIGNED A 95 PERCENT<br \/>\n\u00a0PROBABILITY OF EXCEEDANCE (POE).<br \/>\n\u00a0<br \/>\n\u00a0THE PROBABILITIES CAN BE USED FOR RISK MANAGEMENT BY COMPARING THIS<br \/>\n\u00a0YEARS CURRENT TEMPERATURE AND PRECIPITATION OUTLOOKS WITH<br \/>\n\u00a0THOSE OF PAST YEARS USED IN THE HYDRO OUTLOOK. THEY CAN ALSO BE<br \/>\n\u00a0USED AS AN INDICATION OF THE RANGE OF CRESTS THAT MAY BE EXPECTED<br \/>\n\u00a0DURING THE VALID PERIOD OF THE OUTLOOK.<br \/>\n\u00a0<br \/>\n\u00a0BY PROVIDING A RANGE OF PEAK RIVER LEVEL PROBABILITIES..THE NWS IS<br \/>\n\u00a0IS CONTRIBUTING TO THE AREAS DECISION SUPPORT SERVICES THAT HELP<br \/>\n\u00a0WITH LONG RANGE FLOOD PLANNING AND RESPONSE READINESS.\u00a0 THIS OUTLOOK<br \/>\n\u00a0IS A PART OF NOAA\/S NATIONAL WEATHER SERVICE\/S AHPS (ADVANCED<br \/>\n\u00a0HYDROLOGIC PREDICTION SERVICES).<br \/>\n\u00a0<br \/>\n\u00a0THIS OUTLOOK WAS PRODUCED USING PRECIPITATION AND TEMPERATURES<br \/>\n\u00a0FOR THE YEARS 1978 THROUGH 2002.<br \/>\n\u00a0<br \/>\n\u00a0. ADDITIONAL INFORMATION SOURCES&#8230;<br \/>\n\u00a0<br \/>\n\u00a0THE AHPS LONG RANGE PROBABILISTIC HYDROLOGIC OUTLOOKS ARE ISSUED<br \/>\n\u00a0NEAR THE END OF EACH MONTH. HOWEVER&#8230;SPRING FLOOD AND WATER<br \/>\n\u00a0RESOURCES OUTLOOKS ARE ISSUED SEVERAL TIMES DURING THE CRITICAL<br \/>\n\u00a0SPRING MELT PERIOD&#8230;USUALLY ON THURSDAYS BEGINNING IN LATE<br \/>\n\u00a0FEBRUARY OR EARLY MARCH AND ENDING IN EARLY APRIL&#8230;DEPENDING ON<br \/>\n\u00a0THE SPRING FLOODING CONDITIONS.<br \/>\n\u00a0<br \/>\n\u00a0THIS OUTLOOK IS ALSO PRESENTED AS GRAPHS OF THE PROBABILITY OF STAGE<br \/>\n\u00a0EXCEEDANCE FOR THE FULL PERIOD AND FOR WEEKLY INTERVALS DURING THE<br \/>\n\u00a0PERIOD. THESE GRAPHS&#8230;TOGETHER WITH EXPLANATIONS THAT HELP IN<br \/>\n\u00a0INTERPRETING THEM ARE AVAILABLE FROM THE NWS BISMARCK AHPS WEB<br \/>\n\u00a0PAGE ON THE INTERNET AT:<br \/>\n\u00a0<br \/>\n\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 <a href=\"http:\/\/www.weather.gov\/BISMARCK\">WWW.WEATHER.GOV\/BISMARCK<\/a> OR WEATHER.GOV\/BIS<br \/>\n\u00a0<br \/>\n\u00a0\u00a0\u00a0\u00a0 THEN CLICK ON THE &#8220;RIVERS AND LAKES AHPS&#8221;ON THE TAB ABOVE THE MAP<br \/>\n\u00a0\u00a0 &#8230;OR ON THE LINK IN THE BLUE-LEFT-HAND BANNER.<br \/>\n\u00a0<br \/>\n\u00a0CURRENT RIVER CONDITIONS FOR ALL FORECAST POINTS WITHIN THE SOURIS<br \/>\n\u00a0RIVER BASIN ARE AVAILABLE ON OUR WEB SITE&#8230;AS WELL AS THE FORECASTS<br \/>\n\u00a0WHEN THE RIVER AT THE FORECAST POINT IS IN OR NEAR FLOOD.<br \/>\n\u00a0<br \/>\n\u00a0IF YOU HAVE ANY QUESTIONS&#8230;CONTACT THE NWS AT 701-250-4495.<br \/>\n\u00a0<br \/>\n\u00a0PROBABILISTIC HYDROLOGIC OUTLOOKS WILL BE ISSUED MONTHLY THROUGHOUT<br \/>\n\u00a0THE REST OF THE YEAR DURING THE LATER PART OF THE MONTH OR AS<br \/>\n\u00a0CONDITIONS WARRANT.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>NATIONAL WEATHER SERVICE BISMARCK ND \u00a01129 AM CDT THU MAR 21 2013 \u00a0 \u00a0 \u00a0&#8230;SPRING FLOOD AND WATER RESOURCES OUTLOOK&#8230; \u00a0 \u00a0THIS PROBABILISTIC FLOOD OUTLOOK IS FOR THE MISSOURI AND JAMES RIVER \u00a0BASINS OF WESTERN AND CENTRAL NORTH DAKOTA&#8230;COVERING THE TIME PERIOD \u00a0OF OCTOBER THROUGH LATE DECEMBER. \u00a0 \u00a0THE FOLLOWING [&hellip;]<\/p>\n","protected":false},"author":3,"featured_media":2862,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[16],"tags":[],"class_list":["post-15239","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-weathernews"],"_links":{"self":[{"href":"https:\/\/csinewsnow.com\/index.php?rest_route=\/wp\/v2\/posts\/15239","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/csinewsnow.com\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/csinewsnow.com\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/csinewsnow.com\/index.php?rest_route=\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/csinewsnow.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=15239"}],"version-history":[{"count":1,"href":"https:\/\/csinewsnow.com\/index.php?rest_route=\/wp\/v2\/posts\/15239\/revisions"}],"predecessor-version":[{"id":15240,"href":"https:\/\/csinewsnow.com\/index.php?rest_route=\/wp\/v2\/posts\/15239\/revisions\/15240"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/csinewsnow.com\/index.php?rest_route=\/wp\/v2\/media\/2862"}],"wp:attachment":[{"href":"https:\/\/csinewsnow.com\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=15239"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/csinewsnow.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=15239"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/csinewsnow.com\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=15239"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}