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水深平均流速と河床近傍流速について

解析結果の描画について

Nays2DHにおいて 横断測量データより生成した格子で計算エラーが発生する件

格子点とセルの関係を教えてください

簡易直線・蛇行水路生成ツールでの地形データについて

河床変動について

河床変動について

cgnsファイルのエラーについて

計算が始まりません。

河床変動について

河床変動について

無次元掃流力の算出方法について

逆流が起こってしまう

計算結果の出力断面について

計算時間について

上流端の流速分布について

混合粒径の解析に関して。

長期解析中に河道掘削による地形の変化を反映して解析したい

芦田・江頭・劉の式について

格子点のElevation(m)と(input)地形高(m)の違いについて

スタンダードタイプにおける上流端の土砂供給について

計算が進まない問題

河床変動の計算結果・境界条件の設定に関して

混合粒径の考慮可能な層数について

Nays2DH及びNays2DFloodでの動画出力について

横断測量データのない海外河川の解析の際の格子作成について

Nays2DH 計算エラー "access violation" について

流砂量の式について

長期的評価で大規模洪水経験時，陸域が水域のように判定される

混合粒径の各パラメータについて

IRIC Nays2DH　合流部前の本川部の一部の極端な流速変化について

格子データのインポートについて

ver4のコードをver3に書き改めるには？

IRIC Nays2DH　計算停止の原因について

横断測量データのインポート＆計算条件の互換性について

iric格子について

シールズ数

iRIC 2DHの計算結果内の突然の水位上昇

常射流混在流れで計算が失敗する理由について

河床変動開始前から浮遊砂濃度が高くなる

post only 【可視化専用モード】について

蛇行する河川における格子の作成について

IRIC Nays2DH　合流部計算エラーについて

IRIC Nays2DHの点群データインポートエラーの対処法について

creating a grid from a *.riv file

時刻0でのElevationと格子データのN_Elevationが異なる理由

計算後の地形データをもとに、再度計算を行う方法について

流入地点直後の過剰な河床変動について

河床変動解析、elevationの計算結果、失敗

過剰な流速が計算結果で出るケース

実測値との比較について

河床変動計算の計算結果

ハーフコーン型魚道のハーフコーン越流部分の解析方法

elevation changeの挙動がおかしい

ver4　計算エラー

マニュアル　II.9 支川合流モデルについて

meandiameter of grain size distribution

Mean　Diameter(mm)について

支川・本川における計算時間設定について

常流と射流が混在する区間の計算について

計算結果に参照情報を描画する方法

混合粒径を設定した場合の河床変動計算について

Webからの地理情報のインポートについて

マニュアル　II.9 支川合流モデルについて

横流入について

支川合流機能について

障害物を設定する「計算セル」の意味について

植生密生度を設定せず、植生高さだけを与えた時の挙動

側方辺の境界条件

計算期間内の最大値の抽出について

パーティクルについて

直角分流における格子生成方法

点群データを用いた格子の生成について

ある緯度経度における物理量の出力について

エラーメッセージについて

横断測量点群データ（DEM）からrivファイルを作成するコンバーター

堤内の流れの計算について

上流端付近の土砂の異常堆積

植生について

粗度係数について

地形モデル確認

分流の下流端設定オリジナル

河川の分流計算における地形高データについて

側岸に台形型の凹部を設けた水路の格子設定

低水路の設定について

置き土を考慮した河床変動解析について

分流の下流端設定

creating water profiles from a NAYS2DH simulation

土砂供給量の設定についてスタンダードとアドバンスドの違い

河川分岐の格子生成手順

河床高よりも低い水位について

可視化ウィンドウ上へのshpデータ(測線)の読み込みにつきまして

河床の局所的な異常洗堀について

河床変動計算時の粒度分布領域の上限について

Nays2DHの計算結果をcgnsファイルで出力する方法について

計算格子の限界について

単純な河床変動計算での予想外の河床低下について

現況および計画河道解析時の下流端水位の相違について

河川横断測量データの代わりに点群データを使った際の格子生成について

Adding topo data of a river as lines along left bank and right bank

地形高の編集方法

河川測量データのない海外の小河川の分析について

粒径別流砂量の出力について

上流端供給土砂量を任意に設定する方法

背景画像（インターネット）の表示不具合

流砂量の出力について

浮遊砂量の出力について

流速分布等の面積の計算について

河川の分岐について

粒度分布の出力方法について

下流端水位の境界条件について

エラーがないのに、計算が止まりました。

固定床部分の平均粒径について

横断面ウインドウにおける計算点の位置

Long term simulation

Solver speed and processor uses

初期水面形の与え方について

流下時間の計算について

[計算例 2] 単純な湾曲水路の浮遊物追跡について

上流端流量を与える低水路幅の指定は可能か？　

計算エラー

ホットスタート機能について

TINからの属性マッピングについて

属性マッピング手法で違いが出ない（2）

格子サイズの編集方法

属性マッピング手法で違いが出ない

合流点の作成

排水を考慮した流れの解析

流速のx成分y成分を表示したい

rivファイルのx-sectionデータ行の上限について

ｲﾝｽﾄｰﾙ後の操作画面について

NAYS2DH Grid

標高データのインポートについて

解析後の河床高について

設定座標を超える水位上昇について

計算できない

上流からの土砂供給量について

同じ横断面で水面がでこぼこする現象について

ホットスタートについて

上流からの土砂供給について

低水路の中心設定について

計算結果の出力方法について

格子をシェープファイルとして出力

低水路及び高水敷の設定について

ポリゴンのコピーについて

自由流出の考慮

河床洗堀の制限

Vorticity(渦度)について

樹木による抵抗係数の設定について

固定床高さを計算に反映させる方法について

植生密生度について

植生の抵抗について

「初期河床以下の全移動層厚」という項目について

流量の与え方について

同じI座標でもJ座標によって水位が異なる理由について

計算タイムステップについて

「セルフラグの値は読み込めません」と出て来ます。

セル属性の読み込みについて

CrossSectionalAveWaterLevelの値について

地形高を計算結果に反映させる方法について

水の流し方について

Solver output window and model convergence

河床洗堀の表し方について

水の流し方について

高水敷に勾配が反映されません。

混合粒径の計算が進みません

河床変動計算がフリーズします。

河床変動計算うまくいきません

背景画像の貼り合わせ(続)

背景画像の貼り合わせ

rivファイルについて

出来ていた計算が出来なくなりました

エクセルデータの取り込み

条件が同じなのに計算されない

Nays2DHでの砂州の作り方

iRIC User's manualの汎用格子生成ツール

How to simulate the planform change of meandering river with nays2dh

選択した場所で 流出　を　見られますか

格子点の水深について

一定標高より高いメッシュの計算をしない設定はできますか

支川合流モデルについて

計算結果のインポートに関して

Nays2DHを用いた長期間の計算について

河道に沿った格子作成について

混合粒形計算後の粒形分布について

Nays2DH: Tutorial failure

計算が途中で止まってしまう場合の計算結果の表示について